DEVELOPMENT OF READING ROOM CUM LIBRARY NEAR HEMU KALANI CIRCLE IN PLOT NO - 2079/AB/3 AT BHAVNAGAR.

NAME OF WORK: DEVELOPMENT OF READING ROOM CUM LIBRARY NEAR HEMU KALANI CIRCLE IN PLOT NO - 2079/AB/3 AT BHAVNAGAR

NAME OF DOCUMENT: SCHEDULE-B

Rate Total Amount

Rate Total Amount

Item No. Item Description Quantity Unit

1) The method of excavation shall be approved by the Engineer in charge before execution.

2) Excavation shall be carried out very carefully without damaging existing structures and

surrounding if any.

- 3) If required, the contractor shall provide stabilization by any means to protect the foundation - - - -

of the existing structure and building without any extra cost.

4) Rate shall include dewatering work (pumping out and removing slush) while execution in

underwater condition if required.

Clearing and grubbing road land including uprooting rank vegetation grass bushes, shrubs,

1 sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of 885.00 Smt 2.85

unserviceable materials (C) By mechanical means in area of light jungle

Excavation for foundation in any kind of soil incl. sand, soft or hard marum, soft rock not

requiring Blasting incl. dewatering if required at cost and risk of agency incl. shoring, struting,

making the bottom level and sides in plumb incl. watering, raming and consolidating the bottom

2 etc. incl. removing the surplus stuff and black cotton soil if any within all lead and lift using the 1,304.54 Cmt 211.23

selected stuff for back filling to foundation, in side trenches and plinth in layers of 20 cms. th.

with watering, consolidating etc. comp. as directed. (A) up to 1.50mt.

Excavation for foundation in any kind of soil incl. sand, soft or hard marum, soft rock not

requiring Blasting incl. dewatering if required at cost and risk of agency incl. shoring, struting,

making the bottom level and sides in plumb incl. watering, raming and consolidating the bottom

3 etc. incl. removing the surplus stuff and black cotton soil if any within all lead and lift using the 1,087.38 Cmt 228.46

selected stuff for back filling to foundation, in side trenches and plinth in layers of 20 cms. th.

with watering, consolidating etc. comp. as directed. (B) from 1.50 to 3.00mt.

Excavation for foundation in any kind of soil incl. sand, soft or hard marum, soft rock not

requiring Blasting incl. dewatering if required at cost and risk of agency incl. shoring, struting,

making the bottom level and sides in plumb incl. watering, raming and consolidating the bottom

4 etc. incl. removing the surplus stuff and black cotton soil if any within all lead and lift using the 79.49 Cmt 244.80

selected stuff for back filling to foundation, in side trenches and plinth in layers of 20 cms. th.

with watering, consolidating etc. comp. as directed. (C) from 3.00 to 5.00mt.

Boring holes 3.5 m deep in ordinary soil (for cast in situ piles) and getting out the soil and

5 disposal of the surplus excavated soil as directed within a lead of 50 Meter for following 52.00 Each 1,561.19

diameter of pipes. (iii) 300 mm

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

6 layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and 1,965.43 Cmt 137.48

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

complete. (RIVER SEND PANO AS PER DIRECTION OF ENGINEER IN CHARGE)

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

including watering, ramming and consolidating etc. complete.

Earthwork in cuting in all sorts of soil and soft murrum including conveying and spreading the

9 stuff, embankment as and where directed within 500meters from the end of the cutting with all 132.75 Cmt 329.57

required lead and lift.

Providing and laying 3mm thick waterproofing bitumen sheet reinforced with polyester/

fiberglass, as a pre-formed flexible membrane for waterproofing works in roofs, terraces,

basements, foundations, and wet areas. The membrane shall be applied by the torch-on

method, heating the underside of the sheet with a gas burner to achieve proper bonding with

the prepared substrate. The substrate shall be cleaned, primed with bituminous primer, and

10 made smooth, even, and free from dust or loose particles before application. Overlaps shall be 56.85 Smt 507.35

provided as per manufacturer’s specification (minimum 75mm side lap and 100mm end lap)

and properly sealed by torching to ensure a continuous watertight layer. The work shall be

completed in all respects, including surface preparation, priming, heating, laying, joint sealing,

finishing, and protection (if required), all as per manufacturer’s recommendation and

instructions of the Engineer-in-Charge.

Providing and installing pre-construction termite piping system using LLDP (Linear Low Density

Polyethylene) drip pipes of 8 mm outer dia and 6.4 mm inner dia with drippers at 10.5 inch

spacing, imported/ approved make. The system shall be laid at plinth/ raft level along internal

and external wall junctions, around conduits, drainage points and other sensitive entry

11 locations, complete with junction boxes for future chemical pumping. The system shall allow 438.87 Smt 255.53

termite chemical (Imidacloprid or approved equivalent) to be delivered by pumping at regular

intervals, without breaking floors, thereby ensuring long-term protection. Work shall include

supply of all materials, labour, installation, and testing, complete as directed by the Engineer-in-

1) All types of shuttering shall be designed by the contractor and submitted to the Engineer-in-

Charge along with design calculations (if required) and approved by the Engineer-in-Charge.

However, the stability and compatibility of shuttering shall be the responsibility of the

contractor. Shuttering shall be executed as per the approved shop drawing. No extra payment

shall be made for the above.

- 2) Rate shall be inclusive of dewatering work (pumping out and removing slush) while execution - - - -

in underwater conditions. The contractor shall not claim for dewatering if required.

3) Rate shall be inclusive of providing grooves, drip moulds, pockets, cut-outs, etc., and co-

ordination of insert sleeves, insert plates (cost of insert sleeves/plate shall be paid separately),

encasing if any wherever required while casting for all level all height.

4) Only the following approved brands of cement shall be used for all works: [ultratech],

[sanghi], [Siddhi], [Hathi] and [Ambuja]. Use of any other brand shall not be permitted without

prior written approval of the Engineer-in-Charge.

5) If the concreting quantity is more than 5 cum in a day, then the casting shall be carried out

- using RMC (Ready Mix Concrete). - - - -

If the concreting quantity is 5 cum or less in a day, then the casting shall be done manually.

All concreting work shall be carried out strictly as per the advice and instructions of the

Engineer-in-Charge.

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken stone

12 aggregates 40 mm nominal size) and curing complete excluding cost of formwork in (A) 44.29 Cmt 3,106.67

Foundation and Plinth

Providing and laying rubble soling, 300 mm thick, in a compact manner in foudation, road,

footpath etc. using 200 to 230 mm. cut size stones including filling the gaps with M15 concrete

13 covering and levelling the surface after filling the voids including watering, ramming well and 247.34 Cmt 2,385.61

consolidating each layer, as directed by Engineer in-charge

Providing and laying in position Ready Mixed M-150 grade concrete for reinforced cement

conctere work, using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of

14 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 111.69 Cmt 4,359.67

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

without impairing strength and durability but excluding the cost of reinforcement as per

direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall

be maintained) (A) Foundation and Plinth

Providing and laying in position Ready Mixed M-200 grade concrete for reinforced cement

conctere work, using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of

15 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 38.28 Cmt 4,142.07

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

without impairing strength and durability but excluding the cost of reinforcement as per

direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall

be maintained) (C) Grade Slab / Floor Slab

Providing and laying controlled cement concrete M-250 for R.C.C. bored piles of 1.20 Mt.

diameter including ramming, vibrating and finishing complete.

Providing and laying in position Ready Mixed M-250 grade concrete for reinforced cement

conctere work, using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of

17 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 9.69 Cmt 5,484.26

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

without impairing strength and durability but excluding the cost of reinforcement as per

direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall

be maintained) (A) Foundation

Providing and laying in position Ready Mixed M-250 grade concrete for reinforced cement

conctere work, using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of

18 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 61.07 Cmt 8,333.05

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

without impairing strength and durability but excluding the cost of reinforcement as per

direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall

be maintained) (D) Columns upto Ground Floor Slab Level

Providing and laying in position Ready Mixed M-250 grade concrete for reinforced cement

conctere work, using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of

19 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 12.00 Cmt 7,460.08

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

without impairing strength and durability but excluding the cost of reinforcement as per

direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall

be maintained) (B) Walls upto Ground Floor Slab Level

Providing and laying in position Ready Mixed M-250 grade concrete for reinforced cement

conctere work, using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of

20 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 32.13 Cmt 6,783.69

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

without impairing strength and durability but excluding the cost of reinforcement as per

direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall

be maintained) (C) Coping and Beams upto Ground Floor Slab Level

Providing and laying in position Ready Mixed M-250 grade concrete for reinforced cement

conctere work, using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of

21 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 15.00 Cmt 7,289.82

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

without impairing strength and durability but excluding the cost of reinforcement as per

direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall

be maintained) (C) Slabs, landing, shelves and Cantilever upto Ground Floor Slab Level

Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement

conctere work, using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of

22 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 213.13 Cmt 5,676.08

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

without impairing strength and durability but excluding the cost of reinforcement as per

direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall

be maintained) (A) Foundation

Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement

conctere work, using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of

23 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 32.80 Cmt 8,525.04

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

without impairing strength and durability but excluding the cost of reinforcement as per

direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall

be maintained) (D) Columns upto Ground Floor Slab Level

Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement

conctere work, using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of

24 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 16.89 Cmt 8,566.81

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

without impairing strength and durability but excluding the cost of reinforcement as per

direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall

be maintained) (D) Columns For First Floor

Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement

conctere work, using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of

25 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 25.39 Cmt 8,608.59

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

without impairing strength and durability but excluding the cost of reinforcement as per

direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall

be maintained) (D) Columns For Second Floor & Terrace Floor

Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement

conctere work, using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of

26 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 38.24 Cmt 7,652.63

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

without impairing strength and durability but excluding the cost of reinforcement as per

direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall

be maintained) (B) Walls upto Ground Floor Slab Level

Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement

conctere work, using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of

27 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 6.62 Cmt 7,694.53

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

without impairing strength and durability but excluding the cost of reinforcement as per

direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall

be maintained) (B) Walls For First Floor

Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement

conctere work, using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of

28 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 14.33 Cmt 7,736.42

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

without impairing strength and durability but excluding the cost of reinforcement as per

direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall

be maintained) (B) Walls For Second Floor & Terrace Floor

Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement

conctere work, using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of

29 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 5.06 Cmt 7,028.80

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

without impairing strength and durability but excluding the cost of reinforcement as per

direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall

be maintained) (E) Staircase upto Ground Floor Slab Level

Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement

conctere work, using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of

30 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 5.06 Cmt 7,070.39

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

without impairing strength and durability but excluding the cost of reinforcement as per

direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall

be maintained) (E) Staircase For First Floor

Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement

conctere work, using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of

31 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 5.06 Cmt 7,111.97

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

without impairing strength and durability but excluding the cost of reinforcement as per

direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall

be maintained) (E) Staircase For Second Floor & Terrace Floor

Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement

conctere work, using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of

32 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 82.77 Cmt 6,975.68

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

without impairing strength and durability but excluding the cost of reinforcement as per

direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall

be maintained) (C) Coping and Beams upto Ground Floor Slab Level

Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement

conctere work, using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of

33 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 37.48 Cmt 7,017.45

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

without impairing strength and durability but excluding the cost of reinforcement as per

direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall

be maintained) (C) Coping and Beams For First Floor

Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement

conctere work, using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of

34 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 46.42 Cmt 7,059.23

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

without impairing strength and durability but excluding the cost of reinforcement as per

direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall

be maintained) (C) Coping and Beams For Second Floor & Terrace Floor

Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement

conctere work, using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of

35 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 74.65 Cmt 7,481.81

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

without impairing strength and durability but excluding the cost of reinforcement as per

direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall

be maintained) (C) Slabs, landing, shelves and Cantilever upto Ground Floor Slab Level

Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement

conctere work, using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of

36 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 62.06 Cmt 7,523.59

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

without impairing strength and durability but excluding the cost of reinforcement as per

direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall

be maintained) (C) Slabs, landing, shelves and Cantilever For First Floor

Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement

conctere work, using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of

37 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 68.55 Cmt 7,565.36

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

without impairing strength and durability but excluding the cost of reinforcement as per

direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall

be maintained) (C) Slabs, landing, shelves and Cantilever For Second Floor & Terrace Floor

Providing TMT Bar CRS - FE 500D reinforcement for R.C.C. work including bending, binding,

38 placing in position, hooking, tying welding and including forming the cage and lowering it in 96,301.33 Kg 77.29

position etc. complete of Specific brands - Tata Tisco/Vizag/ET/JSW/SAIL upto Ground Floor

Providing TMT Bar CRS - FE 500D reinforcement for R.C.C. work including bending, binding,

39 placing in position, hooking, tying welding and including forming the cage and lowering it in 21,088.52 Kg 78.36

position etc. complete of Specific brands - Tata Tisco/Vizag/ET/JSW/SAIL For First Floor

Providing TMT Bar CRS - FE 500D reinforcement for R.C.C. work including bending, binding,

40 placing in position, hooking, tying welding and including forming the cage and lowering it in 28,383.80 Kg 79.43

position etc. complete of Specific brands - Tata Tisco/Vizag/ET/JSW/SAIL For Second Floor &

Extra for additional height of propping and centering where the height of propping and

41 centering exceeds 4 .O M between supporting floor to ceiling including temporary brick or 76.00 Smt 612.21

stone pillars for supporting as required. (iii) Height upto 7.0 M.

Providing and filling autoclave aerated concrete block bats (broken pieces) in single or multiple

layers in super structure, filling the joints with sand mortar (Not more than 20%) 20 mm thick

cement sand mortar screed in proportion 1:6 shall be laid as per drawing. Crushing strength of

aerated concrete block/ bats shall not be less than 40 KG/sqcm, minimum density in oven dry

42 condition between 651 to 750 KG/CUM, thermal conductivity shall not exceed 0.3 W/m.k, fire 14.29 Cmt 1,689.36

resistant 4 hours in true line level and plumb and cleaning the surface with necessary tool

tackles etc. at all floors, all heights, all levels and all places including curing, scaffolding etc

complete, as per drawing / specification and as directed by Engineer -Incharge. For all civil,

plumbing, electrical & infrastructure works.

Making holes upto 52mm dia. in any RCC members by diamond Core Cutting machine including

43 disposing the debries. and Including EPOXY based water proofing compound for sealing the 20.00 No 415.52

joints around the pipes, nominal reinforcement wherever required,scaffolding and labour

charges for working at all levels, leads and heights

Making holes upto 75mm dia. in any RCC members by diamond Core Cutting machine including

disposing the debries. Upto 750. Depth and Including EPOXY based water proofing compound

44 for sealing the joints around the pipes, nominal reinforcement wherever required,scaffolding 20.00 No 462.18

and labour charges for working at all levels, leads and heights

Making holes upto 102mm dia. in any RCC members by diamond Core Cutting machine

including disposing the debries. Upto 750. Depth and Including EPOXY based water proofing

45 compound for sealing the joints around the pipes, nominal reinforcement wherever 20.00 No 554.39

required,scaffolding and labour charges for working at all levels, leads and heights

Making holes upto 125mm dia. in any RCC members by diamond Core Cutting machine

including disposing the debries. Upto 750. Depth and Including EPOXY based water proofing

46 compound for sealing the joints around the pipes, nominal reinforcement wherever 20.00 No 646.61

required,scaffolding and labour charges for working at all levels, leads and heights

Making holes upto 152mm dia. in any RCC members by diamond Core Cutting machine

including disposing the debries. Upto 750. Depth and Including EPOXY based water proofing

47 compound for sealing the joints around the pipes, nominal reinforcement wherever 20.00 No 738.82

required,scaffolding and labour charges for working at all levels, leads and heights

Making holes upto 200mm dia. in any RCC members by diamond Core Cutting machine

including disposing the debries. Upto 750. Depthand Including EPOXY based water proofing

48 compound for sealing the joints around the pipes, nominal reinforcement wherever 20.00 No 1,107.67

required,scaffolding and labour charges for working at all levels, leads and heights

Making holes upto 250mm dia. in any RCC members by diamond Core Cutting machine

including disposing the debries. Upto 750. Depth and Including EPOXY based water proofing

49 compound for sealing the joints around the pipes, nominal reinforcement wherever 20.00 No 1,292.10

required,scaffolding and labour charges for working at all levels, leads and heights

Making holes upto 300mm dia. in any RCC members by diamond Core Cutting machine

including disposing the debries. Upto 750. Depth and Including EPOXY based water proofing

50 compound for sealing the joints around the pipes, nominal reinforcement wherever 20.00 No 1,938.70

required,scaffolding and labour charges for working at all levels, leads and heights

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

including loading, unloading, stacking, transporting, hoisting, and erecting by any means

- (mechanical or manual) - - - -

2) Only the following approved brands of cement shall be used for all works: [ultratech],

[sanghi], [Siddhi], [Hathi] and [Ambuja]. Use of any other brand shall not be permitted without

prior written approval of the Engineer-in-Charge.

Uncoursed Rubble Masonry with hard stone of approved quality in foundations and plinth in

51 Cement Mortar 1:5 (1-cement : 5-coarse sand including levelling up etc. complete 16.27 Cmt 2,635.15

Brick work using common burnt clay building bricks having crushing strength not less than

52 kg./Sq.Cm. in substructure upto plinth level in Cement Mortar 1:5 (1- Cement : 5 -fine sand) (B) 183.65 Cmt 4,310.74

Brick work using common burnt clay building bricks having crushing strength not less than

53 kg./Sq.Cm. in superstructure above plinth level upto ground floor slab level in Cement Mortar 74.57 Cmt 4,599.16

1:5 (1- Cement : 5 -fine sand) (B) Conventional

Brick work using common burnt clay building bricks having crushing strength not less than

54 kg./Sq.Cm. in superstructure for first floor in Cement Mortar 1:5 (1- Cement : 5 -fine sand) (B) 68.40 Cmt 4,642.25

Brick work using common burnt clay building bricks having crushing strength not less than

55 kg./Sq.Cm. in superstructure for second floor & terrace floor in Cement Mortar 1:5 (1- Cement : 131.89 Cmt 4,685.33

5 -fine sand) (B) Conventional

Half brick masonry in common brunt clay building bricks having crushing strength not less than

56 35 Kg/Sq.Cm. in in superstructure above plinth level upto ground floor slab level in Cement 44.75 Smt 683.87

mortar 1:4 (1- Cement : 4 -coarse sand ) (B) Conventional

Half brick masonry in common brunt clay building bricks having crushing strength not less than

57 35 Kg/Sq.Cm. in in superstructure for first floor in Cement mortar 1:4 (1- Cement : 4 -coarse 44.75 Smt 726.95

sand ) (B) Conventional

Half brick masonry in common brunt clay building bricks having crushing strength not less than

58 35 Kg/Sq.Cm. in in superstructure for second floor & terrace floor in Cement mortar 1:4 (1- 44.75 Smt 770.04

Cement : 4 -coarse sand ) (B) Conventional

1) All loose samples of materials shall be approved by the Engineer in charge.

2) The contractor shall prepare shop drawings based on intent/ concept drawing and get

approval from the Engineer-in-Charge. The contractor shall prepare mock-up of doors,

windows, and other elements with all required hardware and approved by the Engineer-in-

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

drawing and approved mock-up. The contractor shall be responsible against stability, safety,

leakage, etc all complete. Testing work shall be carried out by the Contractor as suggested by

the Engineer in charge. (If required).

3) All Doors, windows, and other elements shall be fabricated and finished at the factory/

- workshop, and only fixing and final finishing shall be executed at the site unless otherwise - - - -

approved by the Engineer-in-charge.

4) Door, window and other elements work shall be carried out for all floor, all level, all height,

all places including loading, unloading, stacking, transporting, hoisting, erecting by any means

(mechanical or manual).

5) Engineer incharge reserves right to reject part or all work of sub standard or not in

confirmation to sample approved/or not as per mock up and in such case contractor required

to re do the same work confirming with approved sample/mockup without any extra cost.

Approved mock up works shall be measured for payment without any wastage However,

rejected Mock up shall not be measured for payment.

Providing and fixing 35 mm thick flush door shutter flat pressed wood based exterior grade

bonded BWP/BWR synthetic resin having stamped IS 12823 grade I type II including both sides

mm thick Decorative laminated and 6 mm thick I.T.W. beading all around by using 120 m.m. x

80m.m.. solid core malemine faced three layered I.T.W. frame with necessary groove cutting

59 and Stainless steel decorative type designs fixtures / fastening 2Nos.Satin Finish Mortise 53.40 Smt 4,217.27

Handle with lock, towerbolt, Floor door stopper, hinges etc. including I.T.W. triangular batten

patti of size 30m.m.x30m.m.etc. as per architectural requirement and as directed by engineer in

charge. (Double Shutter)

Providing 30mm thick 100% Solid WPC (Wood polymer Composite) Solid Plain (wooden figure)

Flush Door Shutter of required size comprising of virgin PVC resin of K Value 57-60 (Suspension

Grade) with Door Frame 100 mm x 50 mm Single Rebated made from Wood Polymer

Composite (Single Extruded Process) material comprising of virgin PVC polymer of K Value 57-

60 (Suspension Grade), Calcium Carbonate and natural Fibers (Wood Powders/ rice husk/

60 wheat husk) and Non toxic additives, made from Extrusion process WPC foam sheet Single 27.20 Smt 5,715.76

Extruded (Inner) For WC / Bathroom / Toilet / Kitchen / Balcony Doors Including all required

hardware materials labours and equipments with fixing as per approved sample detailed

specification as directed Engineer in charge with all lead and lift. As per attached Detail

specification. (including all 2Nos.Satin Finish Mortise Handle with lock, towerbolt, Floor door

stopper, hinges etc. complete)

Providing and fixing window having extruded aluminum Colour anodized section framemain

outer size 127mm x 38.10mm x 1.35mm @ wt. 1.384 kg/m, horizontal Four track member size

122.20mm x 31.75mm x 1.10mm @ wt 1.205 kg/m, vertical member of size 122.20mm x

31.75mm x 1.50mm @ 1.398 kg/mt with sliding shutters of horizontal member size 40mm x

61 18mm x 1.29mm @ 0.456 kg/mt, vertical member of size 40mm x 18mm x 1.29mm @ 0.456 86.88 Smt 2,140.34

kg/mt with 5mm thick transparent bronze colour tinted float glass with powder coated

aluminum fittings and fixtures and transparent silicon sealant glass fixing to frame as per details

etc complete for window.

Providing and fixing window having extruded aluminum Colour anodized section frame main

outer size 95 mm x 24 mm x 1.17 mm @ wt. of 0.738 Kg/mt, horizontal Three track member size

92 mm x 31.75 mm x 1.30 mm, @ Wt. 1.07 Kg/mt, vertical member of size 92 mm x 31.75 mm x

62 1.50 mm @ Wt. 1.06 Kg/mt with sliding shutters of horizontal member size 40 mm x 18 mm x 15.36 Smt 1,583.96

1.29 mm @ wt. of 0.456 Kg/mt, vertical member of size 40 mm x 18 mm x 1.29 mm @ wt. of

0.456 Kg/mt / with 5 mm thick transparent bronze colour tinted float glass with powder coated

aluminum fittings and fixtures and transparent silicon sealant glass fixing to frame as per details

Providing and fixing standared extruded of alluminium section of size 63.50 x 38.10 x 1.95 mm

63 @ Wt 1.094 Kg/Rmt with colour anodized alluminium frame with 5 mm thick transparent 8.91 Smt 1,301.82

bronze colour tinted float glass with colour anodized alluminium frame for ventilation with

mm thick frosted glass as details etc complete.

1) All types of loose and laid samples of flooring shall be approved by the Engineer-in-charge.

The contractor shall apply approved Stone Impregnation primer/ sealer coat on both sides and

all edges (after cutting and finishing the stone as per size) of stones in a minimum of two coats

as per the manufacturer's specification and as directed by the Engineer-in-charge. No extra

shall be paid for the same.

2) Contractor shall co-ordinate and execute for all services in flooring and wall lining/ cladding

work i.e. making openings/ cut-outs for any services (i.e. elevator operating panel in lift wall

- cladding, raceway in flooring, junction box, etc), and making good as per the satisfaction of - - - -

Engineer-in-charge.

3) Flooring and wall cladding/ lining work shall be carried out for all floors, all levels, all heights,

and all places.

4) Rate shall be inclusive of all types of wastage of all material.

5) Only the following approved brands of cement shall be used for all works: [ultratech],

[sanghi], [Siddhi], [Hathi] and [Ambuja]. Use of any other brand shall not be permitted without

prior written approval of the Engineer-in-Charge.

Providing and laying polished Kota stone slab flooring over 20 mm (Average) thick base of

64 cement mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 (1-Limeputty : 1.5-coarse sand) laid 46.90 Smt 1,019.40

over and jointed with grey cement slurry mixed with pigment to match the shade of slab

including rubbing and polishing etc. complete. (A) 25mm thick

Providing and laying polished kota stone slab 25 mm thick in risers of steps, skirting Dedo and

65 pillars laid on10 mm thick cement mortar 1:3 (1-Cement : 3-coarse sand) and jointed with gray 7.13 Smt 1,135.49

cement slury mixed with pigment to match the shade of slab including rubbing and polishing

Providing and laying Polished Granite stone flooring and skirting in required design, colour and

patterns, in linear as well as curvilinear portions of the building all complete as per the

architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement

66 mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with 339.79 Smt 3,695.31

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

polishing etc. all complete as specified and as directed by the Engineer-in-Charge.

Providing and fixing of minimum 16 mm thick telephonic Black Granite stone slab for jambs of

doors and window. Black Granite should be spotless, without any crack, vain or other damages

joined with grey cement slurry and matching pigment in vertical and horizontal member,

including rubbing and polishing and full round edge molding on both the sides( edge), Mirror

polishing curing of the Black Granite stone as per detail design and instruction. The door frame

should have sandwich type Jambs stone fitting to accommodate fixing of door where required,

67 the fixing of jambs with necessary binding wire tiles piece, adhesive, clamp, fastener, white 154.53 Smt 2,571.06

cement and matching pigment other consumable, molding and polishing machinery other tools,

tackles required to complete the item and where two member vertical and horizontal meet it

should cut 45 degree angle etc up to all floor with all lead & lift etc complete. The Black Granite

stone size and quality should be as per sample approved by architect and Engineer in charge.

Providing and fixing 750 mm wide Granite sand which type platform, counter wash basin

including supplying and fixing granite stone 18 mm thick mirror polished 1st quality Granite

stones in top and side posiition and vertical strip at front over 25 mm thick polished kotah

68 stone platform fixing in top and sides and itermediates supports fixing with cement mortar and 36.30 Rmt 8,634.53

adhesivee and finishing including providing & cutting of kitchen sink (as directed) 600 mm x

mm x 150 mm size stainless steel sink (as directed by engineer incharge) at required position

Providing and laying coloured glazed tiles of the size 1200 mm x 600 mm x 8 mm in flooring,

69 skirting, risers of steps and dedo on 10 mm. thick cement plaster 1:3 (1 cement : 3 coarse sand) 312.88 Smt 1,523.67

& jointed with white cement slurry.

P & L 48" x 24" vitrified 8 mm thick tile flooring over 20 mm (average) base of cement mortar

1:6 ( 1 cement: 6 coarse sand) and dedo on 10 mm thick cement mortar 1:3 ( 1 cement:

70 coarse sand) by adhesive material including dismentaling of existing flooring and jointed with 752.01 Smt 1,472.92

color cement slurry including finised with flush pointing & cleaning the surface etc. complete for

1) Contractor shall correlate all services drawings from different installers and prepare a clash

free shop drawing as per the architectural drawings for RCP, with all services integrated, vis a

vis HVAC, FFTG, PLUMBING, ELE, ELV & any other services planned and part of the design.

2) The method statement for execution of all services coordinated with the ceiling execution

shall be submitted by the Contractor for approval of the Engineer-in-charge before commencing

execution work at site.

3) Quality check and sequence of execution along with relevant documentation to be ensured

by the site project team for inspection and quality checks.

4) The false ceiling work to be strictly supervised for alignment, line & level and overall quality

of installation and the Contractor to strictly follow the approved methodology statement.

5) The false ceiling suspension work shall be strictly from the mother slab or secondary supports

installed for the false ceiling and not from any suspension members of other services.

6) All services equipment & light fixtures, curtains etc. to be fixed with a separate suspension

system from the mother slab, not on the false ceiling tiles or false ceiling members.

7) For gypsum ceilings, the Contractor shall provide perimeter channels at the periphery of all

services cutouts for strengthening the system.

8) If required, additional supports to be provided for fixing the false ceiling (in case of special

shape, more height etc).

9) In case the height of suspension system is more than what is recommended by the

manufacturer, separate MS supports to be provided from the mother slab and the false ceiling

to be suspended from the MS supports. Design and shop drawing for the MS fabrication work

and connections with the structure members shall be submitted by the Contractor for approval

by the Engineer-in-charge. MS framework to be designed to accommodate other services, if

required. Such MS frame work shall be paid under relevant Tender items.

- 10) The sequence of execution of the different services to be aligned with the RCP to avoid any - - - -

11) Movement joints/groove to be provided in the boards or grid ceiling system in large span

12) Contractor to quote the rate considering all points mentioned in the specifications.

Providing and fixing gypsum board false ceiling consists at G.I perimeter channels of size

thick having one flange of 20 mm and another flange of 30 mm and web of 27 mm along with

perimeter of ceiling, screws fixed to brick work / concrete / partition with help of nylon sleeves

and screws at 610 mm centre. The suspending G.I. intermediate channels of size 45 mm(0.9 mm

thick with 2 flangs at 15mm each from the soffit at 1220 mm centrewith ceiling angles of width

25mm x 10mm x 0.5 mm thick fixed to soffit withG. I cleat and steel expansion fastners ceiling

section of .55 thick having kurled web 51.5 mm and 2 flangs at 26 mm each with lip at 10.5 mm

are fixed to intermediate channel with help of connecting clips and in direction perpendicular to

the intermediate channel at 450mm centre to centre including 12.5 mm tapered edge Gyp

board conforming to IS 2095 – 1982 is then screw fixed to ceiling section with 25mm dry wall

screws of approved quality and make at 230mm centre, screw fixing is done mechanically with

71 drilling machine with suitable attachment. Finally tapered edges at the cupboard are to be joint 758.32 Smt 748.66

and finished so as to have a flush look which includes filling and finishing with jointing

compound, paper tape etc. complete. Rate to be included all kinds of profiles, upright,

curves,cutouts required for light fixtures, speakers, sprinklers, smoke detectors, trap doors, A.C.

grill, diffuser etc including additional support if required of duct portion, marking grid on ceiling,

including all drops, offsets, curvature small moulding and in desired geometrical pattern,

including 2 coats of primer, plaster putty and minimum 3 coats of plastic Emulsion paint as per

manufactures specification, scaffolding. Note:-As per drawings and design supplied by architect

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

Providing and fixing moisture proof Calcium Silicate Board false ceiling consists at G.I perimeter

channels of size 0.55 thick having one flange of 20 mm and another flange of 30 mm and web of

27 mm along with perimeter of ceiling, screws fixed to brick work / concrete / partition with

help of nylon sleeves and screws at 400 mm centre. The suspending G.I. intermediate channels

of size 45 mm(0.9 mm thick with 2 flangs at 15mm each from the soffit at 1220 mm centrewith

ceiling angles of width 25mm x 10mm x 0.5 mm thick fixed to soffit withG. I cleat and steel

expansion fastners ceiling section of .55 thick having kurled web 51.5 mm and 2 flangs at 26 mm

each with lip at 10.5 mm are fixed to intermediate channel with help of connecting clips and in

direction perpendicular to the intermediate channel at 450mm centre to centre including 8 mm

tapered edge alcium Silicate Board conforming to IS 8154 – 1993 is then screw fixed to ceiling

section with 25mm dry wall screws of approved quality and make at 200mm centre, screw fixing

72 is done mechanically with drilling machine with suitable attachment. Finally tapered edges at 66.98 Smt 1,254.71

the cupboard are to be joint and finished so as to have a flush look which includes filling and

finishing with jointing compound, paper tape etc. complete. Rate to be included all kinds of

profiles, upright, curves,cutouts required for light fixtures, speakers, sprinklers, smoke

detectors, trap doors, A.C. grill, diffuser etc including additional support if required of duct

portion, marking grid on ceiling, including all drops, offsets, curvature small moulding and in

desired geometrical pattern, including 2 coats of primer, plaster putty and minimum 3 coats of

plastic Emulsion paint as per manufactures specification, scaffolding. Note:-As per drawings and

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

1) Rate shall be inclusive of any type of groove and drip mould in all type of plaster work.

2) The rate shall be for all height, all level in any shape.

3) Curing method shall be approved by Engineer in charge.

4) Contractor shall provide mesh/ natural fibres i.e. jute, core at junctions, corners, surround

electrical cut-out, services chiselled area etc.

5) Engineer incharge reserves right to reject part or all work of sub standard or not in

confirmation to sample approved/or not as per mock up and in such case contractor required

to re do the same work confirming with approved sample/mockup without any extra cost.

Sample and mock shall not be payable if rejected or casted in other location (not in scope of

6) In all plaster work, chicken mesh shall be provided at the junctions of masonry and concrete

works to prevent cracks. The mesh shall be properly fixed and embedded before plastering, and

the finishing shall be done smooth and even, as per the instructions of the Engineer-in-Charge.

(The cost of providing and fixing chicken mesh shall be paid separately as per the relevant

tendered item rate.)

7) Only the following approved brands of cement shall be used for all works: [ultratech],

[sanghi], [Siddhi], [Hathi] and [Ambuja]. Use of any other brand shall not be permitted without

prior written approval of the Engineer-in-Charge.

73 Providing throating or plaster drip and moulding to R.C.C. Chhajja. 611.50 Rmt 44.07

Providing and fixing G.I. hexagonal chickenmesh of size 20mm x 20mm of 22 gauge at junction

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

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

74 surfaces including necessary "U" nails / screws / washers with cleats for fixing, overlaps, 1,350.18 Smt 184.03

scaffolding at all floors / all levels / all heights / all shapes etc. complete as per drawing /

specifications and direction of Engineer- in-charge. For civil, plumbing, electrical &

infrastructure works.

Providing 10mm thick cement plaster in single coat on brick/concrete walls for interior

75 plastering upto ground floor slab level and finished even and smooth in (i)Cement mortar 1:3 (1- 475.35 Smt 149.12

Providing 10mm thick cement plaster in single coat on brick/concrete walls for interior

76 plastering for first floor and finished even and smooth in (i)Cement mortar 1:3 (1-cement:3- 413.72 Smt 173.58

Providing 10mm thick cement plaster in single coat on brick/concrete walls for interior

77 plastering for second floor & terrace floor and finished even and smooth in (i)Cement mortar 458.36 Smt 198.05

1:3 (1-cement:3-sand)

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half brick

78 walls for interior plastering upto ground floor slab level and finished even and smooth in (ii) 979.01 Smt 176.15

Cement mortar 1:4 (1-cement : 4-sand)

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half brick

79 walls for interior plastering for first floor and finished even and smooth in (ii) Cement mortar 717.26 Smt 200.61

1:4 (1-cement : 4-sand)

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half brick

80 walls for interior plastering for second floor & terrace floor and finished even and smooth in (ii) 825.84 Smt 225.07

Cement mortar 1:4 (1-cement : 4-sand)

20mm thick mala / sand faced cement plaster on walls upto height 10 metres above ground

81 level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick 2,430.88 Smt 350.58

finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete.

1) Contractor shall prepare shop drawing base on concept design/ drawing for any type of

fabrication work and get approved. Contractor shall prepare mock-up/ prototype (as suggested)

as per approved shop drawing for approval. Work shall be carried out as per approved shop

drawing, approved mock-up/ prototype and as suggested by Engineer in charge.

2) Rate shall be for all floor, all level all height.

3) The rate shall include cost of all types of fasteners (ETA approved) to be used for fixing.

4) Structural stability shall be responsibility of contractor for all kind of metal work.

5) All elements shall be factory fabricated and finished, only final finishing to be made on site

with all precautions.

6) Contractor shall coordinate all services work (cut-outs and provisions) in metal work. All cut-

out and services provisions shall be finished at factory/ work shop.

7) Contractor shall provide PVC/ nylon separator, where two different metals connect to avoid

galvanic reactions.

Providing, fabricating, assembling, hoisting/ erecting and fixing in position at all heights/ all

shapes & sizes with all leads & lifts using MS Rolled Steel Sections, Hollow sections, MS Plates/

sheet, Flats, Bright Bars, Anchor bar, deep threaded MS bolts, threaded J bolts, insert plate,

support plate, base plate, chequered plate etc as per drawing and all confirming to latest

relevant IS codes for steel structures like staircases, railings, handrail, pergola, decorative gate,

grills, platforms, brackets, monkey ladder, cat ladder, specialized work or similar etc. including

straightening, cutting, bending, bolting and welding the members, scaffolding/ staging etc.

complete and comprising of :

i) Profile Cutting of components to required length/ width and shape/ profile;

ii) Smooth grinding/ machining of edges/ faces/ all welding joints;

iii) Necessary welding (electric arc welding) in required weld length and size;

82 iv) Machine drilling of holes for joining/ anchoring 13,121.35 Kg 79.33

Standard measurements will be paid for as actual cut length used at site. The rate shall include

dry sanding, hydra, crane, specilized tools, degreasing (wet cleaning) & preparation of rust free

surface manually or mechanically, metal putty to make the surface even and smooth, 2 coat

zinc chromate yellow oxide primer and 2 coat of enamel paint of approved make, shade and

finish over all the surfaces of the steel sections.

Note: The contractor shall be submit shop/ fabrication drawings based on construction

drawings for approval from the Architect and Engineer in charge. The fabrication work shall

start only after approval of the fabrication drawings submitted by contractor. Fabrication shall

be in a perfect architectural workmanship manner and as provided in section V & VI of IS 800 &

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

etc., including welding, grinding, buffing, polishing and making curvature (wherever required)

83 and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing 230.00 Kg 780.13

with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of

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

approval of Engineer-in-charge.

1) Paint shall be applied after thoroughly brushing the surfaces, free from mortar dropping and

other foreign matter, preparing the surface even and sand papered smooth etc, after applying

every coat of putty and primer complete.

2) If necessary more coats shall be applied till the surface presents a uniform appearance

without any extra cost.

3) Paint shall be applied with any means (i.e. brush, roller, spray etc)

- 4) Contractor shall prepare sample of minimum three shades as suggested by engineer in - - - -

charge for approval.

5) The rate shall be applicable for all floor, all level, all height by any means of scaffolding.

6) emultion paint quality should be simmiler of - asian paints premium emulsion, dulux velvet

touch, Berger Silk

7) Exterior paint shall be applied over a waterproof primer of approved make, as directed by the

Engineer-in-Charge.

Applying two coats of putty & two coats of primer of approved brand and manufacture on new

84 wall surface to give an even shade including thoroughly brushing the surface free from mortar 3,717.93 Smt 40.60

dropping and other foreign matter and sand papered smooth.

Wall painting (two coats) with emulsion paint of approved brand and manufacture on

85 undecorated wall surface to give an even shade including throughly brushing the surface free 3,717.93 Smt 84.82

from mortar droppings and other foreign matter and sand papered smooth.

Finishing wall with 100% Acrylic Smooth exterior paint of required shade : Two or more coat

applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @0.90

86 litre/10 sqm to give an required shape even shade after thoroughly brushing the surface to 2,430.88 Smt 162.21

remove all dirt, and remains of loose powdered materials. etc complete

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

proofing agency of an approved manufacturer. The contractor shall submit a technical data

sheet of each product, which will be used for execution.

2) The contractor shall submit a methodology statement with all details in illustrative sketch

form and get approved by the Engineer-in-charge.

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

manufacturer. Waterproofing shall be tested and approved by the Engineer-in-charge before

proceeding with subsequent activities.

- 4) The Contractor shall repair the concrete element by injection grouting of suitable non-shrink - - - -

grout and other suitable methods in case of defective concreting of retaining walls, water tanks,

slabs, beams, etc., for which nothing extra shall be payable.

5) Rate shall be inclusive of surface preparation, repairing, injection grouting, saw cutting of

construction joints and filling with patch repair mortar, making polymer mortar /Polymer CC

fillets at horizontal as well as vertical corners, etc complete. The rate shall be inclusive of testing

of elements and system before and after waterproofing application.

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

Providing and laying water proofing treatment on roofs of slabs by applying cement slurry

mixed with water proofing cement compound consisting of applying:

(a) after surface preparation, first layer of slurry of cement @ 0.488 kg/ sqm mixed with water

proofing cement compound @ 0.253 kg/sqm.

(b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of

fibre cloth should not be less than 10 cm.

87 (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with 413.88 Smt 695.79

water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will

be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment

will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around.

(d) fourth and final layer of china mosaic (which will be paid for separately.

For the purpose of measurement the entire treated surface will be measured.

Providing and laying broken chine mosaic flooring for terrace using 12 mm to 20 mm broken

pieces of glazed tiles to be laid over cement mortar 1:3 to plain or slope and to be tempered to

88 bring mortar creme out upto surface using white cement including rounding off junctions and 409.47 Smt 779.70

extending them upto 15 cm along the wall, clearing with water and oxalic acid etc. as directed.

Providing and fixing 3 mm thick PVC sheets as Signage and Display of health signs/information

89 of required size having retro reflective letters/design as per requirement, fixing the same 16.00 No 657.01

through approved adhesive etc. complete work shall carried out as per instruction of Engineer-

in-charge (45 x 15 cms.)

Providing and applying external finish of average 2 to 2.5mm thick acrylic polymer based

texture and pattern with standard tool and applicator as specified by manufacturer on exterior

surfaces at all heights including scaffolding to give even shades including thoroughly brushing

the surfaces free from mortar droping and other foreign matter and sand paper smoothed etc.

90 complete as per the manufacture specifications and up to the satisfaction of Engineer in- 1,504.30 Smt 453.01

charge/ Architect. The rate includes making of grooves, pattas and finishing as directed by

Architect/ EIC. Paint shall be measured and paid in seperate tender item. (Item should be

executed by approved applicator only.

S.S. Name Plate

S.S NAME PLATE SMALL - Providing and fixing of 2MM TK S.S 316 GRADE matt finish NAME

PLATE with cut work and fixing 3mm acrylic on top or behind of brand Ptglass,astari etc,with all

91 laser and cnc work,and wooden finish back board ,including all material,SCAFFOLDING 2.00 No 19,695.00

labour,15 mm ss studs for mounting and other hardwares, waste of materials etc and complete

the work satisfactorily as per instruction of architect or Engineer-in-charge. (BASIC SIZE OF

NAME PLATE 6000 MM X 150 MM)

The aluminium system consist of the extruded aluminium sections of alloy 6063 T5/T6 &

tolerances confirming to DIN / EN standards from M/s. Jindal/Hindalco or approved equivalent

make and manufacturer. The aluminium sections shall have approved shade and colour super

durable with chromatizing treatment of minimum 50 micron thickness. Including providing &

fixing approved make EPDM Gasket (Micro cured (online curing) with shore A hradness of 60-

65), approved make non staining weather & structural sealant, SS-304 pan head screws, nut

bolts, washers, SS-304 grade anchor fastners (M/s. Hilti or approved equivalent) etc complete

92 Including. & Providing and fixing following type of approved quality glass panes for aluminium 81.00 Smt 4,748.22

Fixed internal glazing, of approved manufacturer and fixing with aluminium frame work

including providing and fixing with 2 way EPDM gasketing , to ensure water and air tightness

and neoprene cushions/ gasket accommadated in grooves, necessary SS-304 screws etc all

complete generally as per drawings specifications and as directed by the Engineer-in-charge. (8

mm thick Single Glass Unit (SGU) using heat strengthened (HS) clear float glass of M/s. Saint

Gobain ET/ST series or approved equivalent) Note:- Only clear opening of glass shall be

measured for payment.

HPL Board Urinal Partition

Providing and fixing urinal partition made of 12mm thick compact HPL (High Pressure Laminate)

board of approved shade and finish, size approximately 450mm x 900mm, supported with

93 stainless steel brackets, clamps and necessary hardware for firm and secure fixing to wall. The 5.40 Smt 3,555.20

partition shall be square or rounded corner type as approved by Engineer-in-Charge, complete

with all fittings, fixtures and accessories including edge polishing and all labour, materials and

tools required for proper completion of work.

Providing, fabricating, supplying and fixing Mild Steel (MS) Book Rack made of approved quality

MS sections and MS sheets with adjustable shelves, suitable for library use, having overall size

2100 mm (H) × 1800 mm (W) × 750 mm (D), finished with one coat of approved primer and two

94 coats of synthetic enamel paint / powder coating of approved shade. The rate shall include all 9.00 Nos. 9,999.00

materials, labour, welding, grinding, surface preparation, transportation, loading, unloading,

fixing in position, and all incidentals, complete in all respects, as directed by the Engineer-in-

Providing, fabricating, supplying and fixing Chair made of Mild Steel (MS) pipe frame, fabricated

from approved quality MS pipes, properly welded, ground smooth and finished with one coat of

approved primer and two coats of synthetic enamel paint / powder coating of approved shade,

95 complete with PU foam cushioned seat and backrest upholstered in approved fabric / 160.00 Nos. 2,222.00

leatherette. The rate shall include all materials, labour, foam, upholstery, welding, surface

preparation, transportation, loading, unloading, and complete installation, complete in all

respects, as directed by the Engineer-in-Charge.

Providing, fabricating, supplying and fixing Library Reading Table, wall-side type fixed flush

against wall, made of 19 mm thick BWR grade plywood for table top and vertical panels,

finished with high-pressure decorative laminate (HPL) on top surface and balancing laminate on

other exposed surfaces, including 2 mm PVC edge banding, having table size 450 mm × 900 mm

96 per seat with standard table height of 750 mm and upper partition height of 450 mm above 16.00 Nos. 6,888.20

table top. The rate shall include all materials, carpentry work, supports/brackets, fittings,

screws, adhesives, transportation, loading, unloading and complete fixing in position. Payment

shall be made on per seat basis, complete in all respects, as directed by the Engineer-in-Charge.

Providing, fabricating, supplying and fixing Library Reading Table, double-side type for face-to-

face seating with central partition, made of 19 mm thick BWR grade plywood for table top,

partitions and side panels, finished with high-pressure decorative laminate (HPL) on top surface

and balancing laminate on remaining exposed surfaces, including 2 mm PVC edge banding,

97 having table size 450 mm × 900 mm per seat with standard table height of 750 mm and upper 144.00 Nos. 6,110.50

partition height of 450 mm above table top. The rate shall include all materials, carpentry work,

fittings, screws, adhesives, transportation, loading, unloading and complete installation in

position. Payment shall be made on per seat basis, complete in all respects, as directed by the

Engineer-in-Charge.

Providing and Supplying office table of the following specifications Its size shall be 1500 Width x

750 Depth x 740 Height . The top shall be made from 25 mm thick pre- laminated board . All the

edges are sEachled with 2 mm thick PVC edge band all around . Side panels shall be made from

25 mm thick pre- laminated paticle board . All the edges are sEachled with 2 mm thick PVC edge

band on the user side and 0.8 mm on the top and bottom side .The side panels have 2 glide

screws Eachch for levelling of the desk. Modesty panel shall be made from 18 mm thick pre-

98 laminated particle board . All the edges are sEachled with 0.8 mm thick PVC edge band all 3.00 Nos. 8,080.00

around. Freestanding Pedestal shall be made from 18 mm prelaminated particle board with a

combination of 2 mm and 0.8 mm PVC edge band on all the exposed surfaces as per

requirement . The drawers are provided with suitable slides for smooth operation . All the

pedestal drawers are centrally locked with a single key .Drawer slides are of Hettich.The rate

shall include all materials, hardware, and labour etc. complete as per instruction of engineer-in

Providing and supplying HOF–CATI model high-back revolving office chair with powder-coated

metal base and 50mm twin wheel nylon castors, fitted with 100mm stroke length gas lift for

height adjustment. Chair shall have PU moulded seat with seat height approximately 45cm, seat

depth 44.5cm, and overall chair height about 100cm, with height adjustable PU padded

99 armrests positioned 17cm above seat level. The backrest shall be made of high-strength plastic 3.00 Nos. 16,665.00

frame with breathable mesh fabric, ergonomically designed for comfort and lumbar support.

The chair shall be provided with single lock synchro-tilt mechanism for reclining and upright

posture locking, complete in all respects as per manufacturer’s specification and direction of

Engineer-in-Charge.

Providing and supplying SS Three Seater Visitor Chair of approved make, model and

specifications, manufactured from high-grade Stainless Steel (SS-304), non-rotatable type,

suitable for hospital / office / public waiting areas. The chair shall consist of three perforated SS

100 seats mounted on a heavy-duty steel beam structure, with integrated armrests at both ends 2.00 Nos. 6,565.00

and SS legs with anti-skid supports. The entire chair shall be corrosion-resistant, color-coated

finished, ergonomically designed, factory made, complete in all respects. Installation at site as

directed by the Engineer-in-Charge.

Providing and fixing PVC roller blinds suitable for windows, made of high-quality non-

transparent PVC fabric with spring-operated horizontal rolling mechanism, including top roller

tube, brackets, and all necessary accessories for smooth operation. The blinds shall have a

101 minimum blackout rate of 75%, be foldable type, and complete in approved shade and pattern 97.02 Smt. 1,307.95

as directed by Engineer-in-Charge. The work shall include proper fixing, alignment, and all

incidental hardware and labour required to complete the job in all respects.

Providing and forming cement-embossed wall art / mural by recreating the approved

artwork/design directly on the wall surface using cement mortar, including surface preparation,

layout marking, hand-crafted embossing in required relief depth, proper proportioning and

102 detailing as per approved drawing/image, complete with curing, finishing, scaffolding, tools and 45.16 Smt. 12,120.00

skilled artistic workmanship, complete in all respects as directed by the Engineer-in-Charge,

with measurement to be taken in Sqm of finished embossed artwork area only.

1) The subgrade shall be dressed, compacted, and properly levelled.

2) sub-base to be laid in layers, compacted with mechanical compactor to required density.

3) Proper slope/ camber shall be maintained for drainage.

4) Bedding layer of coarse sand (20–25 mm thick) to be spread evenly, levelled, and screeded.

5) Paver blocks to be laid in approved pattern, true to line and level, with uniform joints.

6) Joints to be filled with dry sand, spread and vibrated with plate compactor until filled

7) Edge restraints/ kerbs to be fixed prior to paver laying for stability.

8) Kerb stones to be laid on cement concrete foundation (as per drawings), joints filled with

- mortar, and finished flush. - - - -

9) Proper curvature/ alignment to be maintained along roads/ pathways.

10) All materials and samples to be approved by Engineer-in-Charge prior to use.

11) Rates shall include all labour, materials, machinery, compaction, wastage, and making good

12) Work shall be carried out in line with approved drawings, specifications, and instructions of

Engineer-in-Charge.

13) Any variation in material/ brand/ thickness shall require prior approval.

Rolling and consolidation of soling including filling in depression which occur during the process,

with power roler 8 tonne to 12 tonne.

Supplying and spreading of graded stone aggregate of following sizes for rolling and W.B.M.

104 including filling the interstices to required camber and gradient (2) Hand broken stone 63.75 Cmt 582.58

aggregate 40 mm to 63 mm size.

Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M-

40 grade made by block making machine with strong vibratory compaction, of approved size,

105 design & shape, laid in required colour and pattern over and including 50 mm thick compacted 425.00 Smt 752.97

bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of

Engineer-in-charge.

Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 30cm

106 length,30cm height and 15cm thick of M250 grade concret as per approved design and including 77.10 Rmt 374.93

excavation for fixing in proper line and level, filling the joint with C:M 1:3 (1cement : 3fine sand)

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

cement finishing, watering etc. complete.

Painting lines, deashes, arrows, letters etc. on concrete & bituminous surfaces, Air fields and

108 like in two coats with marking paint with any colour, brushing including cleaning the surface of 14.21 Smt 132.37

all dirt, dust and other foreign matter. (i) Over 10cm in width

1) All plants, shrubs, and trees shall be true to species/ variety, healthy, disease-free, and

approved by the Engineer-in-Charge.

2) Fertilizers, manure, and soil conditioners shall be of standard quality and free from harmful

3) The topsoil shall be cleared of stones, debris, and weeds; minimum 150 mm thick good soil to

be provided where required.

4) Pits for trees/ shrubs shall be dug to specified size, filled with a mixture of good earth,

manure, and fertilizer.

5) Grass shall be laid in proper line and level with tight joints and compacted with roller.

6) Adequate watering shall be carried out immediately after planting and as required thereafter.

7) Proper slope and drainage shall be maintained to avoid waterlogging.

8) Contractor shall ensure continuous watering until final handover.

9) Work shall be carried out as per instructions of the Engineer-in-Charge.

10) Rates shall be inclusive of all labour, materials, tools, transport, scaffolding, and

maintenance during defect liability/ maintenance period.

Anti termite treatment of lawn / plant area through premise 30.50% I P. one liter premise

109 diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area. 75.00 Sqm 7.63

(two application) i/c cost of chemical)and as per direction of officer-in-charge.

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

Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete.

Supplying and stacking at site dump manure, compost or other specified fertilizer (as specified

112 in specification) from approved source, and stack wherever required and as directed by 6.75 Cum 293.61

Engineer-in-charge.

Screened through sieve of I.S. designation 16 mm

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

113 Officer-in-charge. 22.50 Cum 36.92

Spreading/ filling of sludge, dump manure, good earth/ available excavated and/ or top layer of

plot (as per surface excavation) for all lead (within plot/ side area) in required thickness as per

114 direction of Engineer-in-charge (Cost of sludge, dump manure and / or good earth to be paid in 22.50 Cum 52.88

relevant tender item).

Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for

days or more till the grass forms a thick lawn, free from weeds and fit for mowing including

115 supplying good earth, if needed (good earth shall be paid for separately). 75.00 Sqm 13.44

With grass Turf

Purple Fountain Grass - 1 to 1.5 feet (As per proposed planting palette in technical

117 Canna lilly - 1 to 1.5 feet (As per proposed planting palette in technical specification) 25.00 No 199.02

118 Lily turf - 1 to 1.5 feet (As per proposed planting palette in technical specification) 25.00 No 170.87

Jungle genaium - 1 to 1.5 feet (As per proposed planting palette in technical specification)

Blue plumbago - 1 to 1.5 feet (As per proposed planting palette in technical specification)

Yellow trumpetbush - 1 to 1.5 feet (As per proposed planting palette in technical specification)

Dwarf white bauhinia - 1 to 1.5 feet (As per proposed planting palette in technical specification)

Cape honeysuckle - 1 to 1.5 feet (As per proposed planting palette in technical specification)

Fountain grass - 1 to 1.5 feet (As per proposed planting palette in technical specification)

Tecoma red (dwarf) - 1 to 1.5 feet (As per proposed planting palette in technical specification)

Tecoma yellow (dwarf) - 1 to 1.5 feet (As per proposed planting palette in technical

Tecoma orange (dwarf) - 1 to 1.5 feet (As per proposed planting palette in technical

128 Foxtail palm - 3 to 5 feet (As per proposed planting palette in technical specification) 25.00 No 1,423.76

Green terminalia - 3 to 5 feet (As per proposed planting palette in technical specification)

130 Gulmohor - 3 to 5 feet (As per proposed planting palette in technical specification) 25.00 No 100.48

131 Saptparni - 3 to 5 feet (As per proposed planting palette in technical specification) 25.00 No 114.56

132 Champa - 3 to 5 feet (As per proposed planting palette in technical specification) 25.00 No 142.71

1) Pipes and fittings shall be ISI marked and of approved make.

2) Pipes & fittings shall be of specific brands like Supreme Industries Ltd, Prince Pipes & Fittings

Ltd, Finolex Industries Ltd, Astral Limited and other similer brands as per approval of Engineer-

3) Valves, cocks, traps and fixtures shall be of standard quality and as per Engineer-in-Charge’s

4) All pipelines shall be laid true to line, level, and properly supported.

5) Concealed lines shall be pressure-tested before plastering/ finishing.

6) Traps and fittings shall be fixed with proper alignment and water seal.

7) Openings and chases for pipes shall be made good after installation.

8) Water supply lines shall be hydraulically tested to required pressure.

9) All rates shall be inclusive of material, labour, scaffolding, cutting, chasing, testing, and

10) Work shall be carried out strictly as per manufacturer’s instructions and direction of

Engineer-in-Charge.

Providing and fixing wash down wall mounting EWC-P of approved shade, conforming to

Pattern 2 of IS: 2556 (Part -II), with SWR Self it Soil PVC pipe and plug bend as per specifications;

glazed vitreous / Coloured European Water Closet with Metropole flush valve, connecting PVC

110mm dia soil pipe with PVC coupling, nuts, Ragbolt, Gasket Fitiiing and solid verity heavy duty

133 plastic seat cover as per IS-2548, of approved make; hole in walls/slab/beam and making good 6.00 Each 17,405.03

etc. complete as per directed by the Engineer's Representative.

W.C Wall Hung : Jaquar, Model No. : CNS-WHT-963UFSM

Metropole flush valve : Jaquar, Model No. : FLV-CHR-1085NG

Providing and fixing in position 15 mm C.P. brass bib cock of best quality including cutting and

134 making good the wall where required etc. complete as per directed by the Engineer's 18.00 Each 2,624.08

Representative.

Bib Cock : Jaquar, Model No. : OPP-CHR-15037PM

Providing and fixing 15mm C.P. brass angle valve with wall flange complete, including cutting

135 and making good the wall where required etc. complete as per directed by the Engineer's 18.00 Each 1,737.30

Representative.

Angle Valve :Jaquar, Model No. : OPP-CHR-15053PM

Providing and fixing of Hand Shower (Health Faucet), with 8mm Dia,1Rmt Long pvc Tube and

136 Wall Hook accessories to .complete the item etc. complete as per directed by the Engineer's 6.00 Each 1,838.68

Representative.

Health Faucet :Jaquar, Model No. : ALD-CHR-565

Providing and fixing White glazed vitreous Oval Wash Basin WALL HUNG, size 560x430x195

mm., with supporting M.S. or C.I. Brackets, necessary pipe connection up to the outside face of

the wall, Waste coupling 32 mm size full thread with 80 mm height Chrome plated, Bottle trap

Chrome plated , Pressmatic Pillar Cock including necessary fittings with wall Flange etc.

137 complete in all respects including cutting and making good the walls etc. complete as per 4.00 Each 8,746.74

directed by the Engineer's Representative.

Wash basin : Jaquar, Model No. : CNS-WHT-811

Waste coupling : Jaquar, Model No. : ALD-CHR-705L130

Bottle trap : Jaquar, Model No. : ALD-CHR-769L300X190

Providing and fixing of C.P. copper connecting pipe 450 mm long and nuts, washer and brass

138 flange complete, including cutting and making good the wall where required etc. complete as 4.00 Each 459.55

per directed by the Engineer's Representative.

Braided Hose Copper Pipe : :Jaquar, Model No. :ALD-CHR-805B

Providing and fixing Pressmatic Pillar Cock of best quality necessary fittings with wall Flange etc.

139 complete in all respects including cutting and making good the walls etc. complete as per 4.00 Each 2,772.91

directed by the Engineer's Representative.

Pressmatic Pillar Cock : Jaquar, Model No. : PRS-CHR-001

Providing and fixing Long Body Bib Cock with Wall Flange best quality including cutting and

140 making good the wall where required etc. complete as per directed by the Engineer's 7.00 Each 2,494.50

Representative.

Long Body Bib cock : Jaquar Continental, Model No: OPP-CHR-15037PM

Providing and fixing white vitreous china flat back Urinal of size 385x325x635mm as per IS-2556

(Part-2) with C.I. hangers and pipe to wall with C.P. flange with AUTO CLOSING CONCEALED

Type Urinal flush valve, complete including cutting and making good the walls wherever

141 required etc. complete as per directed by the Engineer's Representative. 4.00 Each 14,069.45

Urinal :Jaquar, Model No. :URS-WHT-13253N

Urinal Flush valve ,Jaquar, Model No. : PRS-CHR-073

Providing and fixing in position best Indian make toilet recessed type paper holder complete in

142 all respects including cutting and making good the walls etc. complete as per directed by the 7.00 Each 1,585.84

Engineer's Representative.

Toilet Paper Holder : Jaquar, Model No. :AHS-CHR-1551

Providing and fixing in position best Indian make C.P. brass twin way QUOTE and hat hooks fixed

into wall with C.P. Brass screws and rawlplugs etc. complete including cutting and making good

143 the walls etc. complete as per directed by the Engineer's Representative. 7.00 Each 884.25

Twin Way coat Hook: Jaquar, Model No. :ACN-CHR-1161N

Providing and fixing electrical hand dryer, fully automatic type etc. complete as per directed by

144 the Engineer's Representative. 3.00 Each 10,051.50

Hand Dryer : Jaquar, Model No. :HDR-SSF-AK2803D

Providing and fixing C.P. brass liquid soap container of best quality etc. complete as per directed

145 by the Engineer's Representative. 3.00 Each 1,433.76

Liquid Soap Container : Jaquar, Model No. : SDR-WHT-DJ0010F

Providing and fixing of 2 way Single Lever Diverter Mixer including of Concealed Fitting with

Built in Non return Valve , concealed stop cock for hot and cold water supply controlling with

Diverter Handle with Spout and overhead shower etc. complete as per directed by the

146 Engineer's Representative. Diverter, Make : Jaquar, Model : KUP-CHR-35065NKPM Concealed 3.00 Each 15,317.99

body for Diverter : Jaquar, Model : ALD-CHR-065N Shower head, Make : Jaquar, Model : OHS-

CHR-1757 Shower arm, Make : Jaquar, Model : SHA-CHR-455L400 Spout, Make : Jaquar, Model

: SPJ-CHR-35429PM

Providing & fixing stainless steel recessed type soap dish of approved make. Including providing

147 & fixing screws, washers, cutting & making good the walls etc. complete as per directed by the 10.00 Each 977.52

Engineer's Representative.

Soap Dish : Jaquar, Model No. : ACN-CHR-1131N

Providing and fixing towel rail of approved make including, providing and fixing C.P. brass

148 screws, making holes in walls and making good etc. complete as per directed by the Engineer's 10.00 Each 1,560.49

Representative.

Towel Rail : Jaquar, Model No. : ACN-1111BNM

Providing and fixing of Handicap toilet cruse set complete set including EWC, Flushing cistern,

soft close seat cover, twin flush fitting, Washbasin, single lever basin mixture, wall mounted

grab bar, wall mounted hinged handrail, bottle trap including jointing the trap with soil pipe in

149 cement mortar 1:1 (1 cement : 1 fine sand) including providing and fixing plastic seat cover for 1.00 Each 50,335.37

wash down W.C. with C.P. brass hinges and rubber buffers white plastic seat and jet spray

including cutting holes in walls and making good etc. complete as directed by Engineer In

Providing and fixing 600mm x 450mm bevelled edge mirrror of superior glass mounted on 6mm

150 thick A.C. sheet or plywood sheet and fixing to wooden pluge with C.P. brass screws and 5.00 Each 859.41

151 Providing and fixing brass screw down stop tap.(A) 15mm dia. 11.00 Each 205.83

152 Providing and fixing brass screw down stop tap.(B) 20mm dia. 7.00 Each 223.81

153 Providing and fixing brass screw down stop tap.(C) 25mm dia. 7.00 Each 220.82

154 Providing and fixing Gun metal check or non-return fullway wheel valve.(A) 15mm dia. 8.00 Each 186.83

155 Providing and fixing Gun metal check or non-return fullway wheel valve.(B) 20mm dia. 8.00 Each 203.82

156 Providing and fixing Gun metal check or non-return fullway wheel valve.(C) 25mm dia. 5.00 Each 420.64

157 Providing and fixing Gun metal check or non-return fullway wheel valve.(D) 32mm dia. 4.00 Each 314.73

158 Providing and fixing Gun metal check or non-return fullway wheel valve.(E) 40mm dia. 3.00 Each 663.43

Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M. size having weight not less than 35Kg.

Providing and fixing cast iron steps of size 500mm x 150mm x 22.5mm and painting with two

coats of Anti-corrosive paint etc. complete.

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE having

161 National Sanitation Foundation (NSF) seal for potable water of following dia. nominal bore tube 46.20 Rmt 170.36

fittings and clamps including making good the wall, ceiling and floor etc. complete.[A] 15 mm.

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE having

162 National Sanitation Foundation (NSF) seal for potable water of following dia. nominal bore tube 64.00 Rmt 208.80

fittings and clamps including making good the wall, ceiling and floor etc. complete. [B] 20 mm.

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE having

163 National Sanitation Foundation (NSF) seal for potable water of following dia. nominal bore tube 73.50 Rmt 253.83

fittings and clamps including making good the wall, ceiling and floor etc. complete. [C] 25 mm.

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE having

164 National Sanitation Foundation (NSF) seal for potable water of following dia. nominal bore tube 76.00 Rmt 338.24

fittings and clamps including making good the wall, ceiling and floor etc. complete. [D] 32mm.

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE having

165 National Sanitation Foundation (NSF) seal for potable water of following dia. nominal bore tube 78.00 Rmt 447.73

fittings and clamps including making good the wall, ceiling and floor etc. complete. [E] 40mm.

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE having

166 National Sanitation Foundation (NSF) seal for potable water of following dia. nominal bore tube 136.00 Rmt 660.59

fittings and clamps including making good the wall, ceiling and floor etc. complete. [F] 50mm.

167 Providing and fixing Gun metal check or non-return fullway wheel valve.(C) 25mm dia. 7.00 Each 420.64

168 Providing and fixing Gun metal check or non-return fullway wheel valve.(E) 40mm dia. 8.00 Each 663.43

Providing, laying and jointing in true line and level 160 diametre U.P.V.C (Type B) conforming to

IS 13592-1992 with one end plain and other end socketed with rubber ring, & fittings

conforming to ISI 14735-1999 of approved make for drainage system pipe line, pipe shall be

169 jointed with each other with rubber lubricant, pipe shall be fixed on wall using of PVC clamp of 38.00 Rmt 834.39

the size 160 mm diametre x 210 mm length x 196 mm heigh at every 2000 mm center to center

or shall be concealed in walls as directed including necessary fittings such as bends, shoes etc.

including testing of pipes and joints and jointed with adhesive solvent cement including cost of

Providing, laying and jointing in true line and level 110 diametre U.P.V.C (Type B) conforming to

IS 13592-1992 with one end plain and other end socketed with rubber ring, & fittings

conforming to ISI 14735-1999 of approved make for drainage system pipe line, pipe shall be

170 jointed with each other with rubber lubricant, pipe shall be fixed on wall using of PVC clamp of 133.80 Rmt 897.79

the size 110 mm diametre x 149 mm length x 145 mm heigh at every 2000 mm center to center

or shall be concealed in walls as directed including necessary fittings such as bends, shoes etc.

including testing of pipes and joints and jointed with adhesive solvent cement including cost of

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

171 following nominal diameter of self cleansing design with C.I scread down or hinged grating 16.00 Each 600.24

including the cost of cutting and making good the walls.

Providing erecting and fixing double coated ISI water tank of required capacity each with all

necessary fitting and connection etc. complete on terrace

Providing and fixing ball cock of approved. quality as

directed.(A) Copper Metal (i) 25mm dia.

Providing and fixing ball cock of approved. quality as

directed.(A) Copper Metal (ii) 50mm dia.

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

175 cover with frame of 300mm x 300mm size (inside) with standard weight.(i) Square mouth traps. 8.00 Each 1,292.20

(A) 100mm x 100mm size P type.

Providing laying (to level or slopes) and jointing reinforced concrete Light duty non-pressure

176 pipes I.S. class NP2 of the following internal diameter with collars and butt ends prepared for 70.00 Rmt 444.62

collar joints including testing of joints complete. (D) 300mm

Providing laying (to level or slopes) and jointing reinforced concrete Light duty non-pressure

177 pipes I.S. class NP2 of the following internal diameter with collars and butt ends prepared for 160.00 Rmt 805.45

collar joints including testing of joints complete. (E) 450mm

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse sand : 4-graded

stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix (1-cement : 3- coarse sand

:6-Brick bats 40 + 50mm size) inside plastering 15mm thick with Cement Mortar 1:3 (1-Cement :

3-coarse sand) finished with a floating coat of neat cement and making channels in cement

concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate 20mm nominal size) finished

178 smooth complete including curing and festing (i) Inside size 900mm x 1200mm and 1.5M. deep 5.00 Each 11,042.75

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.

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse sand : 4-graded

stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix (1-cement : 3- coarse sand

:6-Brick bats 40 + 50mm size) inside plastering 15mm thick with Cement Mortar 1:3 (1-Cement :

3-coarse sand) finished with a floating coat of neat cement and making channels in cement

concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate 20mm nominal size) finished

179 smooth complete including curing and festing (i) Inside size 900mm x 1200mm and 1.5M. deep 3.00 Each 19,349.64

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.

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 frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement

180 :2- coarse sand :4-graded stone aggregate 20mm size) foundation concrete 1:5:10 inside plaster 5.00 Each 3,660.76

15mm thick with cement mortar 1:3 finished smooth with a floating coat of neat cement on

walls and bed concrete etc. complete.(ii) Inside dimensions 500mm x 700 mm and 450mm deep

for pipe line with one or two inlets.

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

181 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement 8.00 Ea. 2,932.93

:2- coarse sand :4-graded stone aggregate 20mm size) foundation concrete 1:5:10 inside plaster

15mm thick with cement mortar 1:3 finished smooth with a floating coat of neat cement on

walls and bed concrete etc. complete.(i) Inside dimensions 455mmx 610mm and 450mm deep

for single pipe line.

Providing and laying in trenches galvanised mild steel tubes (Medium grade) of the following

182 nominal bore, and tube fitting (Earthwork in trenches to be measured and paid for 75.00 Mtr. 725.71

separately)(E) 65mm

Providing and laying in trenches galvanised mild steel tubes (Medium grade) of the following

183 nominal bore, and tube fitting (Earthwork in trenches to be measured and paid for 44.00 Mtr. 426.41

separately)(D) 40mm

Providing and laying in trenches galvanised mild steel tubes (Medium grade) of the following

184 nominal bore, and tube fitting (Earthwork in trenches to be measured and paid for separately) 54.00 Mtr. 282.99

Supply, Installation, Testing and Commissioning of Electric driven fire pump suitable for

automatic/manual operation and consisting of following: complete in all respect as required.

a) Monoblock pump & DIESEL PUMP SET to ensure a minimum pressure of 3.5 kg / sq.cm. at

185 highest and farthest outlet at specified flow of 1620 Lpm at 60 m. head conforming to IS 1.00 No 8,31,634.00

B) 180 LPM JOKEY PUMP

Supplying, Installation, Testing and Commissioning of Control Panel suitable for

automatic/manual operation of fire fighting pumps consisting

(a) Necessary cabling, wiring, earthing from panel to individual equipment shall be

186 included in the quoted price. 1.00 Set 44,137.00

(b) Facility for more selections i.e auto or manual.

(c) Protection failure and control cabling.

(d) interlocking of pressure switch with pumps

(e) soft starter

Supply, Installation, Testing and Commissioning of 150 mm dia Pressure Gauge of range 0 -

Kg / cm² conforming to IS - 3624 having bourdon tube of stainless steel 310 in cast aluminium,

187 stove enameled, black, weather proof case with outer, screwed aluminium bezel and complete 1.00 No 1,451.88

with necessary U-type stainless steel siphon tube and cock including providing suitably

painted angle iron support to the tube etc.as per specification complete as required.

Supply, Installation, Testing and Commissioning of the following sizes of flange jointed /

screwed / welded, M S Pipes of Class C (Hevy class) ISI marked including accessories such as

MS bracket, U clamps with Anchor fasteners, tees / elbows / reducers / couplings / unions /

188 bends / flanges etc., and laying on the surface including painting with one coats of anticorrosive 12.00 Rmt 2,497.23

primer and one coats of approved red enamel paint after laying and testing after Installation

etc. as per specifications complete as required.

Supply, Installation, Testing and Commissioning of the following sizes of flange jointed /

screwed / welded, M S Pipes of Class C (Hevy class) ISI marked including accessories such as

MS bracket, U clamps with Anchor fasteners, tees / elbows / reducers / couplings / unions /

189 bends / flanges etc., and laying on the surface including painting with one coats of anticorrosive 64.00 Rmt 2,148.78

primer and one coats of approved red enamel paint after laying and testing after Installation

etc. as per specifications complete as required.

Supply, Installation, Testing and Commissioning of the following sizes of flange jointed /

screwed / welded, M S Pipes of Class C (Hevy class) ISI marked including accessories such as

MS bracket, U clamps with Anchor fasteners, tees / elbows / reducers / couplings / unions /

190 bends / flanges etc., and laying on the surface including painting with one coats of anticorrosive 3.00 Rmt 1,451.88

primer and one coats of approved red enamel paint after laying and testing after Installation

etc. as per specifications complete as required.

Supply, Installation, Testing and Commissioning of the following sizes of flange jointed /

screwed / welded, M S Pipes of Class C (Hevy class) ISI marked including accessories such as

MS bracket, U clamps with Anchor fasteners, tees / elbows / reducers / couplings / unions /

191 bends / flanges etc., and laying on the surface including painting with one coats of anticorrosive 2.00 Rmt 696.90

primer and one coats of approved red enamel paint after laying and testing after Installation

etc. as per specifications complete as required.

Supply, Installation, Testing and Commissioning of the following sizes of flange jointed /

screwed / welded, M S Pipes of Class C (Hevy class) ISI marked including accessories such as

MS bracket, U clamps with Anchor fasteners, tees / elbows / reducers / couplings / unions /

192 bends / flanges etc., and laying on the surface including painting with one coats of anticorrosive 2.00 Rmt 418.14

primer and one coats of approved red enamel paint after laying and testing after Installation

etc. as per specifications complete as required.

Supply, installation, testing and commissioning of C.I. Butterfly valve (PN 1.6) with

193 flanges, nut bolts, gaskets complete as required. 5.00 Nos. 4,413.70

Supply, Installation, Testing and Commissioning of NON RETURN VALVE. NRV

Supply, installation, testing and commissioning Single Headed Fire Hydrant Valve with 80 mm

N.B. flanged inlet, 63 mm dia female instantaneous outlet type. S.S. coupling, blank cap,

195 chain, twist release type lug & all accessories Conforming to IS:5290. Including fixing with 5.00 Nos. 5,226.75

supports, flanged tapping from wet riser, orifice plate complete as required by the Local Fire

Supply, Installation, Testing and Commissioning of Weather proof Standard MS Fire Hose

196 Cabinet wall mounting type (450 mm x 600 mm x 250 mm deep) having single opening with 5.00 Nos. 1,742.25

necessary locking arrangement by allan key suitable for housing 1 no. hose pipe, 1no.

Branch pipe & nozzle spanner.

Supply, installation, testing and commissioning non-percolating rubber reinforced lined fire

Hose pipe (as per IS : 636) of 63 mm dia and 15 mtrs long. The hose shall be rated for burst

197 pressure of 35.7 Kg/sqcm. Hose shall be complete with ISI marked SS male & female 5.00 Nos. 4,762.15

coupling (IS:903) bound & riveted to hose pipe with SS rivets & 1.5 mm SS wire. (RATE 1 NOS

Supply, Installation, Testing and commissioning of 63 mm dia instantaneous pattern COM SS

198 short branch pipe, 20 mm dia nozzle conforming to IS 903, suitable for inter connection 5.00 Nos. 1,393.80

to hose pipe coupling complete as required by the Local Fire Authority.

Supply, installation, testing and commissioning of First Aid Hose Reel equipment conforming to

IS:884 comprising of hose reel drum, 8 mm shut off nozzle, Rubber hose reel tubing as per IS:

199 444 of 25 mm dia x 30 mtr. long, painting, Manual fix type with fixing bracket, anchor fastener, 5.00 Nos. 4,994.45

bolts & nuts etc. complete as required by Local Fire Authority

Supply, installation, testing and commissioning of SS Ball Valve.

Supply, installation, testing and commissioning of Cast lron Two Way Fire Brigade Inlet as per IS:

201 904 having 63 mm dia inlet with blank cap and chain with necessary fittings, flanges, nut bolts 1.00 No. 5,226.75

etc. complete as required.

Supply, Installation, Testing and Commissioning of Gun Metal Air Release Valve with necessary

fittings. Size: 25 mm (For Riser)

Supply, installation, testing and commissioning of PRESSURE switches to each internal hydrant

valve with required accessories.

Supply, installation, testing and commissioning of XLPE insulated copper Cable from each

204 switches to Panel with all necessary accessories. 360.00 Mtrs. 145.19

Providing and fixing of Manual Fire Alarm system as per requirement and specification

205 consisting of following items 4.00 Nos. 929.20

a) Manual call point (FR-Polymer)

Providing and fixing of Manual Fire Alarm system as per requirement and specification

206 consisting of following items 4.00 Nos. 929.20

b) Hooters (FR-Polymer)

Providing and fixing of Manual Fire Alarm system as per requirement and specification

207 consisting of following items 25.00 Mtrs. 174.23

c) Cable & other accessories: C XLPE insulated copper

Providing and fixing of Manual Fire Alarm system as per requirement and specification

208 consisting of following items 1.00 Nos. 7,549.75

d) Manual Fire Alarm Panel 8 ZONE

Supply, installation, testing and commissioning of Carbon Dioxide (Co2) type Fire Extinguisher

209 of 4.5 kg confirm to IS:15683, with ISI marked / TAC approved fitted with required accessories 5.00 Nos. 5,923.65

including wall suspension brackets.

Supply, installation, testing and commissioning of ABC type 6 kg confirm to IS:15683, with ISI

210 marked / TAC approved fitted with required accessories including wall suspension brackets. 5.00 Nos. 2,090.70

211 FSPA AND NOC CHARGE 1.00 Nos. 40,652.50

212 SITC of SMOKE DETECTOR as per requirement & as directed by Engineer-In-Charge. 43.00 Nos. 1,335.73

1) All materials shall be ISI marked/ conforming to relevant IS/ IEC standards and of approved

PVC pipes & accessories: Precision, BLP, Vraj or equivalent approved.

Wires/ Cables (FRLS type): RR Kabel, KEI, Polycab.

Cables (power/ control): HMT, Cable Corp, Cablecel or equivalent.

Switchgears: Schneider, Siemens.

DB/ MCB/ RCCB: Schneider, Legrand, Hager.

Switches & accessories: Schneider, Legrand.

Light panels: Crompton, Philips.

Ceiling fans: Crompton, Usha, Havells.

- Exhaust fans: Crompton, Usha, Havells. - - - -

Post-top lamps: Philips, K-Lite, Crompton.

LED flood lights: Crompton, Nissan.

Water cooler: Usha, Blue Star.

Pressure pump: Grundfos.

Cable lugs: Dowells, 3D.

2) All conduits shall be laid in proper alignment, concealed/ surface as per Instructions, with

necessary saddles, junction boxes, bends, tees, and inspection boxes.

3) Wiring shall be done with proper ferrules/ numbering and lugs. No loose joints/ taped

connections shall be permitted.

4) Switches, sockets, and accessories shall be installed in flush metal boxes/ PVC boxes with

proper earthing.

5) Distribution boards shall be properly mounted, dressed, and labelled.

6) Fans, lights, and fixtures shall be installed with necessary supports and tested.

7) All wiring circuits shall be tested for continuity, insulation resistance, and polarity before

8) Earthing shall be provided as per IS 3043 with earth electrodes/ pits tested for resistance ≤

9) All equipment, DBs, panels, and circuits shall be checked for phase sequence, load balancing,

and proper functioning.

10) Contractor shall provide test reports and completion certificate before handing over.

11) Work shall be coordinated with other services to avoid clashes.

12) All rates shall be inclusive of supply, installation, testing, commissioning, scaffolding,

cutting/ chasing, and making good.

13) Entire work shall be executed as per relevant IS standards, IE rules, and direction of

Engineer-in-Charge.

14) Any other brand/ make not listed above shall be used only with prior written permission of

the Engineer-in-Charge.

Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) both are of ISI

marked 1.1 KV grade FRLS PVC insulated multi strand copper wires up to 10 mtr length , in

below type of pipe erected with 6A Modular type switch / bell push & accessories and earth

continuity of following type, erected on PVC / Metallic/Wooden box, single mounting base

213 frame covered with textured/metallic/white front plate modules erected on / in wall / ceiling as 200.00 Pt. 493.89

per pipe erected, with necessary Lamp holder/ceiling rose / H.D.Connector as directed.

(a) with medium class Rigid PVC pipe and accessories erected flushed on wall/ceiling complete

Point wiring for FAN with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) both are of .ISI

marked 1.1 KV Grade FRLS PVC insulated multi strand copper wires up to 10 mtr length, in

below type of pipe erected with 6A Modular type switch and hum free EME step type electronic

fan regulator mounted and accessories with earth continuity of following type erected on PVC /

214 Metallic/Wooden box, single mounting base frame covered with textured/metallic/white front 33.00 Pt. 705.99

plate modules erected on / in wall / ceiling as per pipe erected. with necessary ceiling rose /

H.D.Connector as directed.

(a) with medium class Rigid PVC pipe and accessories erected flushed on wall/ceiling complete

Point wiring for on board Looped Plug with 6A Modular type switch & 5 pin socket erected on

PVC / Metallic/Wooden box, single mounting base frame covered with textured / metallic/white

215 front plate modules erected on / in wall / ceiling with following type accessories 175.00 Pt. 283.81

Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (Green) both are of ISI marked

1.1 KV grade FRLS PVC insulated multi strand copper wires up to 10 mtr length, in below type of

pipe erected complete with Modular type switch & 5 pin Plug erected on PVC /

Metallic/Wooden box covered with appropriate front plate modules erected on / in wall /

216 ceiling as per pipe erected with following type of accessories. 8.00 Pt. 524.19

[I] For 6A Plug and 6 a switch with 2-1.5 sq.mm Cu. Wire from nearby switchboard/mcb db

(a) with medium class Rigid PVC pipe and accessories erected flushed on wall/ceiling complete

Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (Green) both are of ISI marked

1.1 KV grade FRLS PVC insulated multi strand copper wires up to 10 mtr length, in below type of

pipe erected complete with Modular type switch & 5 pin Plug erected on PVC /

Metallic/Wooden box covered with appropriate front plate modules erected on / in wall /

217 ceiling as per pipe erected with following type of accessories. 25.00 Pt. 788.81

[II] For 16A Plug and 16 amp switch with 2-2.5 sq.mm Cu. Wire from mcb db board.

(a) with medium class Rigid PVC pipe and accessories erected flushed on wall/ceiling complete

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.

218 (3) Two Pin/RJ-11 Telephone Socket 6.00 Ea. 179.78

[A] For One Gang

Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper

conductor wire in following type of pipe to be erected concealed in /flushed on wall/ceiling,

219 with 1.5 sq. mm copper conductor FRLS PVC insulated stranded wire of green colour for earth 1,500.00 Mtr. 90.90

continuity of following size

(A) With medium class Rigid PVC pipe and accessories

(b) 2 wire 2.5 sq. mm

providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper

conductor wire in following type of pipe to be erected in / on wall / ceiling with 2.5 sq. mm

220 copper conductor FRLS PVC insulated stranded wire of green colour for earth continuity of 1,800.00 Mtr. 124.23

(A) with medium class Rigid PVC pipe and accessories

(a) 2 wire 4 sq. mm

providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper

conductor wire in following type of pipe to be erected in / on wall / ceiling with 2.5 sq. mm

221 copper conductor FRLS PVC insulated stranded wire of green colour for earth continuity of 10.00 Mtr. 202.00

(A) with medium class Rigid PVC pipe and accessories

(g) 4 wire 4 sq. mm

providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper

conductor wire in following type of pipe to be erected in / on wall / ceiling with 2.5 sq. mm

copper conductor FRLS PVC insulated stranded wire of green colour for earth continuity of

222 following size 150.00 Mtr. 476.72

(A) with medium class Rigid PVC pipe and accessories

(i) 4 wire 10 sq. mm

(use earth wire of 4 sq.mm )

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 for telephone wiring & confirming to C-DOT erected in existing pipe.

223 of following size of conductors & nos.of pairs. With necessary connections. 300.00 Mtr. 43.43

[A] Conductor Size 0.5 mm

Supplying & erecting approved make LAN cable of following size in existing pipe as per direction

Supplying & erecting approved make LAN cable of following size in existing pipe as per direction

225 [C] CAT - 6 - Yellow 300.00 Mtr. 51.51

Supplying & erecting earth pit of minimum bore dia.150mm size approved make Earthing

Electrode consisting Pipe-in-Pipe Technology as per IS 3043-1987 made of corrosion free hot

dipped G.I.Pipes having Outer pipe dia of 50mm having 80-200 Micron galvanising, Inner pipe

dia of 25 mm having 200-250 Micron galvanising, connection terminal dia of 12mm with

constant ohmic value surrounded by highly conductive compound with high charge dissipation

suitable for following type of applications with chamber and heavy duty cover. (A)(approved

make OEM has to submit test certificate including value of earth resistance of installation duly

stamped and signed by agency and officer Incharge has to ensure the value of earthing

resistane mentioned in test Certificate) & having back filling compound of (B) Inner chemical

(CCM Compound)- Resistivity:- 0.2 ohm / meter testing as per IEC 62561-2017, Voltage drop:- <

1 volt at no load & dry form, Sulphar content:- <2%(C) Back fill Compound :- Earthing compound

should be capable to retain moisture for long time Necessary test report must be submitted by

(b)For Electrical installation up to 11 KV in normal soil.

Length of Pipe : 2.00 mtrs

Back filling Compound :1 no. Bag of 25 Kg.

Providing and erecting required size HOT deep Galvanised iron strip for earthing of H.T. , OCB/

ACB/ Transformer LT panel board, Motors etc. using proper clamp.

Providing and erecting required size Copper strip for earthing of H.T. OCB / ACB/ Transformer,

LT panel board, Motors etc. using copper clamp.

229 Providing and erecting Annealed bare Copper wire 8 to 16 SWG. 10.00 Kg. 937.28

Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor

230 for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size 10.00 Mtr. 438.34

(D) 3 1/2 core 70 Sq. mm ( 35 Sq. mm 1/2 core)

Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand / Solid Copper

231 conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe at 20.00 Mtr. 597.92

road crossing or floor of following size of cables.

(C) 4 core 6 Sq. mm

Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand / Solid Copper

232 conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe at 50.00 Mtr. 426.22

road crossing or floor of following size of cables.

(B) 4 core 4 Sq. mm

Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand / Solid Copper

233 conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe at 50.00 Mtr. 317.14

road crossing or floor of following size of cables.

(A) 4 core 2.5 Sq. mm

Supplying and erecting Flexible PVC insulated multi strand multi core 1.1 kv grade ISI marked

234 copper wires of following size to be erected as directed. 400.00 Mtr. 51.51

(e) 1.50 Sq.mm 3 core round PVC sheathed

providing and erecting Mains with ISI marked, 1.5KV grade electrolyte multi stranded, annealed

copper conductor with heat resistant PVC insulated conforms to IS 694, IEC - 227 erected in

235 existing pipe of following size (Specifically for control panel, relays, power switchgears, motor 50.00 Mtr. 40.40

starters & control wiring) with required size of copper lugs, nuts and bolts if required.

(d) One wire 4.00 sq. mm

Solder less crimping type Aluminium lugs conforming to IS suitable for cable of following size

236 evenly crimped with high pressure tool & connected to switchgear terminals with 8.00 Ea. 28.28

brass/cadmium plated nut bolts in an approved manner.

Solder less crimping type Aluminium lugs conforming to IS suitable for cable of following size

237 evenly crimped with high pressure tool & connected to switchgear terminals with 4.00 Ea. 23.23

brass/cadmium plated nut bolts in an approved manner.

Solder less crimping type Copper lugs conforming to IS suitable for cable of following size evenly

238 crimped with high pressure tool & connected to switchgear terminals with brass/cadmium 20.00 Ea. 11.11

plated nut bolts in an approved manner.

Solder less crimping type Copper lugs conforming to IS suitable for cable of following size evenly

239 crimped with high pressure tool & connected to switchgear terminals with brass/cadmium 180.00 Ea. 9.09

plated nut bolts in an approved manner.

Providing and, fixing heavy duty flange type brass cable gland with rubber ring for PVC insulated

240 armoured cable complete with out going tails, insulating tape etc for following size of cables. 42.00 Ea. 37.37

(A) 2 to 4 core 2.5 / 4 Sq. mm

Providing and, fixing heavy duty flange type brass cable gland with rubber ring for PVC insulated

241 armoured cable complete with out going tails, insulating tape etc for following size of cables. 2.00 Ea. 43.43

(B) 2 to 4 core 6 Sq. mm

Providing and, fixing heavy duty flange type brass double compression type cable gland with

242 rubber ring for PVC insulated armoured cable complete with out going tails, insulating tape etc 3.00 Ea. 120.19

for following size of cables.

(C) 3 & 1/2 core 70 Sq. mm

Providing and erecting Sheet Steel powder coated MCB distribution board - flush / surface

mounted fitted with busbar, neutral link, earth bar and DIN rail, Conforms to IS 8623-1 & 3, IEC

61439-1 & 3 without MCB to house appropriate nos. of MCBs.(The DBs should be used of same

243 company of MCB to be used) suitable for 1.00 Ea. 2,759.32

(B) three phase incoming and single phase horizontal type outgoing Per phase isolation type

(b) sheet steel double door

Providing and erecting Sheet Steel powder coated MCB distribution board - flush / surface

mounted fitted with busbar, neutral link, earth bar and DIN rail, Conforms to IS 8623-1 & 3, IEC

61439-1 & 3 without MCB to house appropriate nos. of MCBs.(The DBs should be used of same

244 company of MCB to be used) suitable for 1.00 Ea. 3,437.03

(B) three phase incoming and single phase horizontal type outgoing Per phase isolation type

(b) sheet steel double door

Providing and erecting Sheet Steel powder coated MCB distribution board - flush / surface

mounted fitted with busbar, neutral link, earth bar and DIN rail, Conforms to IS 8623-1 & 3, IEC

61439-1 & 3 without MCB to house appropriate nos. of MCBs.(The DBs should be used of same

245 company of MCB to be used) suitable for 3.00 Ea. 4,025.86

(B) three phase incoming and single phase horizontal type outgoing Per phase isolation type

(b) sheet steel double door

Providing and erecting Sheet Steel powder coated MCB distribution board - flush / surface

mounted fitted with busbar, neutral link, earth bar and DIN rail, Conforms to IS 8623-1 & 3, IEC

61439-1 & 3 without MCB to house appropriate nos. of MCBs.(The DBs should be used of same

246 company of MCB to be used) suitable for 1.00 Ea. 4,570.25

(B) three phase incoming and single phase horizontal type outgoing Per phase isolation type

(b) sheet steel double door

Providing and erecting Sheet Steel powder coated MCB distribution board - flush / surface

mounted fitted with busbar, neutral link, earth bar and DIN rail, Conforms to IS 8623-1 & 3, IEC

61439-1 & 3 without MCB to house appropriate nos. of MCBs.(The DBs should be used of same

247 company of MCB to be used) suitable for 1.00 Ea. 829.21

(A) single phase incoming and horizontal single phase outgoing

(a) single door (IP-30)

Providing and erecting Sheet Steel powder coated MCB distribution board - flush / surface

mounted fitted with busbar, neutral link, earth bar and DIN rail, Conforms to IS 8623-1 & 3, IEC

61439-1 & 3 without MCB to house appropriate nos. of MCBs.(The DBs should be used of same

248 company of MCB to be used) suitable for 2.00 Ea. 418.14

(A) single phase incoming and horizontal single phase outgoing

(a) single door (IP-30)

Providing and erecting Approved make RCCBs conforming to IS: 12640 and having sensitivity of

30 mA and Short Circuit withstand capacity of 10 KA and suitable for operation on 3 phase and

neutral 415V,50Hz. having characteristic of quick action & tripping with all advance feature &

249 do not incorporate any electronic component for following Max. rating erected as directed. 2.00 Ea. 3,585.50

(iii) 63 Amps. FP

Providing and erecting Approved make RCCBs conforming to IS: 12640 and having sensitivity of

30 mA and Short Circuit withstand capacity of 10 KA and suitable for operation on 3 phase and

neutral 415V,50Hz. having characteristic of quick action & tripping with all advance feature &

250 do not incorporate any electronic component for following Max. rating erected as directed. 3.00 Ea. 3,110.80

(ii) 40Amps. FP

Providing & erecting 415V MCB Four Pole Switch for Lighting Load (B curve) having 10KA

breaking capacity & confirms to IS :8828 in existing box having following capacity

Providing & erecting 415V MCB Four Pole Switch for Lighting Load (B curve) having 10KA

breaking capacity & confirms to IS :8828 in existing box having following capacity

providing and erecting Miniature circuit breaker single pole 6A to 25A suitable to operate on

253 240 V A.C. system and having breaking capacity 10 KA to be erected in existing box. confirming 165.00 Ea. 131.30

to IS 8828/1996 with ISI Mark

Providing and erecting Approved make RCCBs conforming to IS: 12640 and having sensitivity of

30 mA and Short Circuit withstand capacity of 10 KA and suitable for operation on 3 phase and

neutral 415V,50Hz. having characteristic of quick action & tripping with all advance feature &

254 do not incorporate any electronic component for following Max. rating erected as directed. 1.00 Ea. 3,110.80

(ii) 40Amps. FP

providing and erecting Approved make RCCBs conforming to IS: 12640 and having sensitivity of

30 mA and Short Circuit withstand capacity of 10 KA and suitable for operation on single phase

240 V,50Hz. having characteristic of quick action & tripping with all advance feature & do not

255 incorporate any electronic component. for following Max. rating erected as directed 1.00 Ea. 2,323.00

Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 0.5 Watt assembled

on single MCPCB, with housing used as a heat sink shall be made of thick sheet Steel

conforming to IS: 513/CRCA/aluminium pressure die cast powder coated and high U.V. &

corrosion resistance with diffuser housed in aluminium casted body with company mark/name

160V to 270V,Power Factor more than 0.95, THD < 15 %,

CCT 3000 K to 6500K,

Luminaire efficacy> 85 lumens/watt

256 LED driver efficiency > 85 % 160.00 Ea. 503.99

( fitting required LM-79 & LM-80 Certificates)(NOTE: Below description have shown ranges of

Wattage capacity of LED fittings.The Engineer incharge may select any wattage capacity

between the ranges shown.)

(A) Square/ Circular shaped Surface/Recessed Mount Downlight with provision for spring

loaded mounting clips complete.IP20

(ii) 11-15 watts, Surge-2 KV

Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 0.5 Watt assembled

on single MCPCB, with housing used as a heat sink shall be made of thick sheet Steel

conforming to IS: 513/CRCA/aluminium pressure die cast powder coated and high U.V. &

corrosion resistance with diffuser housed in aluminium casted body with company mark/name

160V to 270V,Power Factor more than 0.95, THD < 15 %,

CCT 3000 K to 6500K,

Luminaire efficacy> 85 lumens/watt

257 LED driver efficiency > 85 % 4.00 Ea. 2,116.96

( fitting required LM-79 & LM-80 Certificates)(NOTE: Below description have shown ranges of

Wattage capacity of LED fittings.The Engineer incharge may select any wattage capacity

between the ranges shown.)

(B) LED Panel Light with provision for Plane front frame with translucent cover fixed to housing

(vi) 36 watts, 24" x 24", Surge- 2KV

Providing & erecting Approved make Ceiling Fan with double ball bearing ISI mark with

258 Condenser 230 volt A.C.50 Hz 1200 mm sweep complete having 3 blades aluminium body and 33.00 Ea. 2,727.00

blade sets having ornamental design shanks , canopy erected with earthing. [ Make shall be

approved by Engineer in Charge]

Supplying & erecting approved make low noise decorative exhaust fan having square frame ABS

259 body with inbuilt lowers & square frame. 9.00 Ea. 2,009.90

200mm with 1350RPM Cat.II

Supplying and erecting LED street light / Flood light fittings with High power White LEDs wattage

of 3 Watt and above assembled on single MCPCB, efficiency more than 130 lm/w and corrosion

free High pressure die cast aluminum housing with smooth finish powder coated and heat sink

extruded aluminium with diffuser and Polycarbonate optics/ lenses, with toughened glass with

company mark/name engraved or embossed 160 to 270 V,Power Factor more than 0.95, THD <

10 %, CCT 3000 K to 5700K,Uniformity ratio >0.45, Luminaire efficacy> 100 lumens/watt . LED

260 driver efficiency > 85 %.( fittings required LM-79 & LM-80 certificates)(NOTE: Below description 12.00 Ea. 7,050.81

have shown ranges of Wattage capacity of LED fittings.The Engineer incharge may select any

wattage capacity between the ranges shown.)

(A) Street Light (IP-65), Surge protection -4KV integral and ,Light must have 440VAC line supply

with over-voltage protection.

(iii) Above 60 to 90 watts

Supplying and erecting LED street light / Flood light fittings with High power White LEDs wattage

of 3 Watt and above assembled on single MCPCB, efficiency more than 130 lm/w and corrosion

free High pressure die cast aluminum housing with smooth finish powder coated and heat sink

extruded aluminium with diffuser and Polycarbonate optics/ lenses, with toughened glass with

company mark/name engraved or embossed 160 to 270 V,Power Factor more than 0.95, THD <

10 %, CCT 3000 K to 5700K,Uniformity ratio >0.45, Luminaire efficacy> 100 lumens/watt . LED

driver efficiency > 85 %.( fittings required LM-79 & LM-80 certificates)(NOTE: Below description

have shown ranges of Wattage capacity of LED fittings.The Engineer incharge may select any

wattage capacity between the ranges shown.)

(C) Post Top Lantern LED fitting comprises of finish cast aluminum spigot and spun aluminum

canopy fixed with opal polycarbonate, pipe arrangement for vertical mounting driver and

accessories wired upto terminal block.IP

(a) LED Bollard fittings of minimum height 400 mm & dia.100mm having polycarbonate

262 clear/milky diffuser mounted on 3mm thick aluminium finished powder coated pipe with base 6.00 Ea. 2,451.27

plate 160x160mm with erection by M8x75mm fastner with required RCC foundation.IP65 for

to 20 watt ,surge-4kv cat-III

Supplying & erecting Galvanized M.S pipe post “B” class 88.9 mm O.D 6 mtr. Long duly painted

263 with two coats of aluminium paint complete with metallic base- plate of 300 mm x 300 mm x 1.00 Ea. 5,239.88

4mm thick for using as a compound light pole with approx. weight 47 Kg.

Providing and erecting Street Light pole bracket comprising main B Class MS pipe of

cm/require outside dia. complete with suitable B Class M.S. sleeve tubing of approx.

45cms.length and suitable for 76.5 mm /80mm / required size of pole top having sufficient

264 fasteners for fixing the brackets and having spread of 1.5.mtr. length with 110 deg.with vertical 12.00 Ea. 737.30

plane & suitable welded stays, reducer and with check nuts complete painted with one coat of

Red oxide / PU base primer and two coats of Aluminium / PU paint. paint with following nos of

[A] Single Arm Bracket 1.5 Mtr

Supplying & erecting Galvanized M.S pipe post “B” class 88.9 mm O.D 4 mtr. Long duly painted

265 with two coats of aluminium paint complete with metallic base plate of 300 mm x 300 mm x 12.00 Ea. 3,805.68

4mm thick for using as a compound light pole with approx. weight 32 Kg.

Providing and erecting Pipe type earthing having 150 cms.long and 2.5 cms. dia. galvanised iron

266 pipe with coupling and buch buried in specially prepared earth pit complete with necessary 8 12.00 Ea. 434.30

SWG earth wire.

267 For using salt and charcoal / coke as required for pipe type earthing. 12.00 Ea. 202.00

Supplying & erecting approved make SMC press moulded composite FRP. loop-in, loop-out

approx. 2mm thick box complete with Bakelite connector strip 5way(3P+N+E),DIN rail for

268 mounting mob & hinged doors as per requirement having locking arrangements with mounting 12.00 Ea. 617.11

clamp with nuts, bolts & washers suitable for erection on pole with cable clamps& earth bolt of

following size of box.

(E) 200mm x 140mm x 125mm [deep]

Providing 1:2:4 cement concrete foundation & 70 % PCC from bottom including excavation for

the pole of size 45 x 45 x 100 cm. Deep in below ground level with plinth of 45 cm x 45 cm (or

269 cm dia x 45 cm) high upper ground level with necessary curing and finishing in approved 12.00 Ea. 953.44

( for 4 & 6 mtr pole)

270 5A, 10 way bakelite connector duly erected on existing board. 12.00 Ea. 29.29

4/5/6 Passengers, Ground plus 2 upper floors with Rated Speed of 1.0 m/sec.,

(B) With General Specification attached herewith. Cat.III

Providing & erecting water cooler having storage capacity 150 Ltr. & cooling capacity

Ltr.per hour @ an ambient temp of 45˚ C. The outlet temp. of the water should drop by 15˚C

272 within a hour, The water cooler should be comprising of hermetically sealed compressor, fan 3.00 Ea. 55,045.00

motor, condensing unit, water tank surrounded by evaporating, coil, thermostats, relay

etc.complete with necessary inlet & outlet connection. The body of water cooler will be made

from Stainless Steel.

Supplying and erecting approved make water filter having outer body of tough polycarbonate

273 with fitter cartridge having filter to trap micro elements with coupling suitable for erection on 3.00 Ea. 1,040.30

S.I.T.C. submersible pump set suitable for bore of 100 mm. dia. or more having three phase

motor capacity not more than 3 H.P. of different range with following capacity . Lifting and

274 Lowering taken extra. 1.00 Ea. 24,664.20

(A) (20 stage) 170 to 185 LPM discharge at 57 to 48 mtrs. Respectively head suitable for 50 mm

dia. delivery pipe

Supplying and erecting Direct - On - Line Starter with 18 A. rating contactor and with 3.5 Amp.

18A range directly operated in totally insulated elegant enclosure for single phase operation up

275 to 3 HP as per IS 13947 complete erected on P.W. Block with necessary connection. 1.00 Ea. 2,477.53

Providing & laying approved make Double walled corrugated pipes (DWC) of

polyethylene(conforming to IS 14930 II )with necessary connecting accessories of same

276 material at required depth in existing trench for laying of cable. below ground / road surface for 300.00 Mtr. 72.72

enclosing cable

(A)50 mm outer dia

Providing & erecting PVC Corrugated Flexible Conduit with required nos. of coupling, PVC

277 bushes, Check-nuts etc. complete of following sizes. 1,000.00 Mtr. 23.23

Providing & erecting PVC Corrugated Flexible Conduit with required nos. of coupling, PVC

278 bushes, Check-nuts etc. complete of following sizes. 400.00 Mtr. 29.29

Providing & laying approved make ISI marked Rigid PVC pipe having 6Kg / cm2 (Class-3) to be

279 erected at road crossing on or floor as directed for laying of cable. The pipes as following size of 75.00 Mtr. 202.00

dia & weight per 6 mtr.

(E) 90 mm inner Dia (8.0 Kg / 6RMT)

Making trench in soft soil of suitable width of 90 cm deep for laying cable or locating the fault

280 all over the run and back filling the same and making the surface as normal ground. 300.00 Mtr. 54.54

Supplying & erecting bank of all polypropylene condenser (APP type) with standard capacity of

2,3,5,7, 10,12.5 & 15 KVAR units of P.F. correction for operation on 3 phase 50 c/s, 400 /440V (+

281 / - 10%) with externally discharging resistance, earthing terminal & built on angle iron of 20.00 KVAR 686.80

channel iron frame work and provided with terminal cover box. Complete erected on provided

iron bracket or on floor duly tested by license.

282 2 MP Camera 22.00 Each 3,232.00

283 8CH POE 6.00 Each 4,545.00

285 Main L.T. Panel (As Per Drawing) 1.00 Each 1,81,800.00

SITC of Digital / PCM / TDM EPABX System having SMT design, system with flexible universal

slots. Inbuilt Auto attendant facility, Minimum 15 Nos. conference, Analog extension line,

Calling GSM, E&M line, PRI / EI & VOIP program me through Analog telephone digital key from

Ethernet, public address cord, shall have unrestricted simultaneous dialing facility,

QSIG protocol on PRI, 95 / STD / ISD / Local-Locking, Class of Service, Quick Dial-Single Digit

dialing of any two external number, Once only ring device, Chairman / Secretary - Do not

disturb Facility, Power Down Mode, Hot Line, Hot Outward Dialing, Day Night Mode, Auto Call

Back, Barge-in, Call Pick Up & Call Transfer, Call transfer while Ringing with Voice Guide System,

(DISA), Caller ID (CLI), CLI Base ECF, CLI Base routing Internet Ready Port, External Music Port,

Call Budgeting, Call Most Calculation (ASMDR), DID Direct Inverse Dialing, External Music Input,

Fax Homing, Global Directory Printing with following capacities [[Approved by Competent

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

[C] No of Extension 48, No of Junctions 9, 8 Port IP Resource in-built, 4 Port Web base Video

Conferencing, No of expandable ports : 128, Operators Console - 01 Compatible : ISDN

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

287 hands free dialing system & 30 memories with display system Single line [[Approved by 33.00 Ea. 666.60

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

PGVCL lisening work for getting 3 phase power connection including payment of fq and all other

charges on behalf of commissioner BMC.

Total Amount Without GST :-

Total Amount Without GST :-