Building

NAME OF WORK : CONSTRUCTION OF P.G. HOSTEL BUILDING FOR GOVT. MEDICAL COLLEGE BHAVNAGAR.

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

1 Clearing and grubbing road land includding uprooting rank vegetation, grass, 3,700.00 Sqm 2.85 Rupees Two and Paisa

bushes, shrubs, saplings and trees girth upto 300mm removal of stumps of tress Eighty Five Only

cut earlier and disposal of unserviceable materials.

A) By Mechanical means in area of light jungle.

2 Excavation for foundation upto 1.5 m depth including sorting out and stacking of 7,687.00 Cum 125.86 Rupees One Hundred

useful materials and disposing off the excavated stuff all lead & Lift including Twenty Five and Paisa

dewatering etc complete. Eighty Six Only

(A) Loose or soft soil

3 Excavation for foundation upto 1.5 m depth including sorting out and stacking of 5.00 Cum 642.42 Rupees Six Hundred

useful materials and disposing off the excavated stuff upto 50 Meter lead. Forty Two and Paisa

(E) Hard Rock Forty Two Only

4 Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and 6,848.00 Cum 174.56 Rupees One Hundred

stacking of useful materials and disposing off the excavated stuff all lead & Lift Seventy Four and Paisa

including dewatering etc complete. Fifty Six Only

(B) Dense or Hard soil

5 Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and 5.00 Cum 666.76 Rupees Six Hundred

stacking of useful materials and disposing off the excavated stuff upto 50 Mete Sixty Six and Paisa

lead. Seventy Six Only

6 Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out and 8,907.00 Cum 187.29 Rupees One Hundred

stacking of useful materials and disposing off the excavated stuff all lead & Lift Eighty Seven and Paisa

including dewatering etc complete. Twenty Nine Only

(B) Dense or Hard soil

7 Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out and 5.00 Cum 691.11 Rupees Six Hundred

stacking of useful materials and disposing off the excavated stuff upto 50 Meter Ninety One and Paisa

lead.(E) Hard Rock Eleven Only

8 Extra for additional depth more than 5.0 m for excavation for foundation 7,747.00 Cum 209.82 Rupees Two Hundred

including sorting out and stacking of useful materials and disposing of the Nine and Paisa Eighty

excavated stuff all lead & Lift including dewatering etc complete. Two Only

(B) Dense or Hard soil

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

9 Extra for additional depth more than 5.0 m for excavation for foundation 5.00 Cum 731.09 Rupees Seven Hundred

including sorting out and stacking of useful materials and disposing of the Thirty One and Paisa

excavated stuff upto 50 m lead. Nine Only

10 Filling available selected / approved stacked excavated earth (excluding rock) 1,630.00 Cum 137.47 Rupees One Hundred

(Earth which is stacked at any location outside the campus non- objectionable Thirty Seven and Paisa

place shall be found by the contractor) in trenches, plinth, sides of foundations Forty Seven Only

etc. in layers not exceeding 20 cm. in depth consolidating each deposited layer

by ramming and watering etc. complete as directed by Engineer Incharge.

11 Filling in plinth with sand under floors including watering ramming, consolidating 166.00 Cum 489.28 Rupees Four Hundred

and dressing complete. Eighty Nine and Paisa

Twenty Eight Only

12 Filling in foundation and plinth, Surrounding Campus, Roads with murrum or 2,972.00 Cum 304.60 Rupees Three Hundred

selected soil in layers of 20cm. thickness including watering, ramming and Four and Paisa Sixty

consolidating all lead & Lift etc. complete as directed by Engineer Incharge. Only

13 Providing and laying mix of Lime and Sand of 30% of Lime and 70% of Sand of 443.00 Cum 663.57 Rupees Six Hundred

150mm thickness etc. including all materials, labours etc. a complete as Sixty Three and Paisa

directed by E.I.C. Fifty Seven Only

14 Providing and laying black trap rubble minimum 200mm size, rubble soling 30 1,289.00 Cum 1,858.40 Rupees One Thousand

cm thick, in a compact manner, foudation, Using 230 to 300 mm and Void filling Eight Hundred Fifty Eight

with GSB at 4mt depth in muddy Soil. Cut size stones, covering with a layer of and Paisa Forty Only

GSB after filling levelling the surface, including watering, ramming well and

consolidating each layer, as directed.

15 Providing and laying cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 1,227.00 Cum 3,824.10 Rupees Three Thousand

graded stone aggregates 20 m.m. nominal size) and curing complete including Eight Hundred Twenty

the cost of form work and excluding the rate of reinforcement for reinforced Four and Paisa Ten Only

cement concrete in: All Floor

16 Providing and laying cement concrete 1:3:6 (1 Cement : 4 coarse sand :8 hand 185.00 Cumt 3,106.67 Rupees Three Thousand

broken stone aggregates 40 mm nominal size) and curing complete excluding One Hundred Six and

cost of form work in. Paisa Sixty Six Only

(A) Foundation and plinth

17 Providing and laying plain Cement Mortar 1:4 ( 1- Cement : 4 - Fine Sand ) of 739.00 Cum 2,910.77 Rupees Two Thousand

average thickness 50 mm for all leads and lifts including finishing, curing etc. Nine Hundred Ten and

complete. All Floor Paisa Seventy Seven

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

18 Constructing cast-in situ RCC diaphragm wall by providing and laying machine batched, machine mixed, self 1,685.00 Cum 13,051.22 Rupees Thirteen

compacting, ready mix reinforced cement concrete, tramie controlled, of M 30 grade concrete as per approved Design

Mix manufactured in fully automatic batching plant established on site and transported to site of work in transit mixer Thousand Fifty One and

having continuous agitated mixer including providing and mixing required admixtures in recommended proportions as Paisa Twenty Two Only

per IS : 9103, as approved by the Engineer-in-charge, for achieving 150- 200mm slump, for diaphragm wall having

thickness as per approved structural design not exceeding 600 mm, in pannels of required depth and lengths as per

approved drawing, including constructing necessary guide walls as required and as specified including boring in all kinds

of soils and rocks, including working in or under water and / or liquid mud, in foul conditions and pumping or bailing out of

water and removing slush, including disposal of earth/ rock / slush etc. for all leads and all lifts, including preparing,

providing and re-circulating bentonite slurry in the trench as and when required for all depths, including agitating

bentonite slurry during trenching etc., providing and fixing stop ends or form tubes, upto the required depth of diaphragm

wall including extracting the same after casting, including chipping off the bentonite adulterated concrete or unsound

concrete up to the cut off level for obtaining the sound concrete, dressing undulations on the exposed face of

diaphragm wall after excavation by chipping / chiseling etc. including filling the depression/ cavities with sound concrete

etc. complete and as directed by the Engineer-in-charge, including providing recess for bearing plates and fixing insert

boxes for inclined rock anchors etc. complete as per the specifications and approved design and as directed by the

Engineer-in-charge, but excluding the cost of reinforcement and inserts. (rates include cost of all inputs of labour, material

and T & P, cost of handling, lifting & placing in position the reinforcement cage in the trench, including the additional cost

of welding the reinforcement bars etc. involved in the work and all other incidental expenditure for completing the work

as directed by the Engineer-in-charge), However, the actual area of the diaphragm wall, correct to two places of

decimal, from design bottom level to the design cut off level (including portion anchored in the rock upto the design

bottom level) only shall be measured for payment.

Excess/less cement used for design mix including the extra cement required for under water concreting is payable /

recoverable separately.

19 Providing laying controlled cement concrete M-300 work with curing complete 6,160.00 Cum 4,646.00 Rupees Four Thousand

including the cost of necessary form work and excluding the rate of Six Hundred Forty Six

reinforcement for reinforced concrete work in. and Zero Paisa Only

( A ) Foundations footings Base of columns and mass concrete.

20 Providing laying controlled cement concrete M-300 work with curing complete 392.00 Cum 6,253.92 Rupees Six Thousand

including the cost of necessary form work and excluding the rate of Two Hundred Fifty Three

reinforcement for reinforced concrete work in. and Paisa Ninety Two

(D ) Columns, pillars posts and struts square, rectangular, polygonal Only

21 Providing laying controlled cement concrete M300 work with curing complete 212.80 Cum 6,253.92 Rupees Six Thousand

including the cost of necessary form work and excluding the rate of Two Hundred Fifty Three

reinforcement for reinforced concrete work in. and Paisa Ninety Two

(D ) Columns, pillars posts and struts square, rectangular, polygonal in plan Only

22 Providing laying controlled cement concrete M300 work with curing complete 141.00 Cum 6,295.69 Rupees Six Thousand

including the cost of necessary form work and excluding the rate of Two Hundred Ninety

reinforcement for reinforced concrete work in. Five and Paisa Sixty

First Floor Nine Only

(D ) Columns, pillars posts and struts square, rectangular, polygonal in plan

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

23 Providing laying controlled cement concrete M300 work with curing complete 122.00 Cum 6,337.47 Rupees Six Thousand

including the cost of necessary form work and excluding the rate of Three Hundred Thirty

reinforcement for reinforced concrete work in. Seven and Paisa Forty

Second Floor Seven Only

(D ) Columns, pillars posts and struts square, rectangular, polygonal in plan

24 Providing laying controlled cement concrete M300 work with curing complete 122.00 Cum 6,379.24 Rupees Six Thousand

including the cost of necessary form work and excluding the rate of Three Hundred Seventy

reinforcement for reinforced concrete work in. Nine and Paisa Twenty

Third Floor Four Only

(D ) Columns, pillars posts and struts square, rectangular, polygonal in plan

25 Providing laying controlled cement concrete M300 work with curing complete 122.00 Cum 6,421.01 Rupees Six Thousand

including the cost of necessary form work and excluding the rate of Four Hundred Twenty

reinforcement for reinforced concrete work in. One and Paisa One

Fourth Floor Only

(D ) Columns, pillars posts and struts square, rectangular, polygonal in plan

26 Providing laying controlled cement concrete M300 work with curing complete 122.00 Cum 6,462.79 Rupees Six Thousand

including the cost of necessary form work and excluding the rate of Four Hundred Sixty Two

reinforcement for reinforced concrete work in. and Paisa Seventy Nine

Fifth Floor Only

(D ) Columns, pillars posts and struts square, rectangular, polygonal in plan

27 Providing laying controlled cement concrete M300 work with curing complete 122.00 Cum 6,504.56 Rupees Six Thousand

including the cost of necessary form work and excluding the rate of Five Hundred Four and

reinforcement for reinforced concrete work in. Paisa Fifty Six Only

(D ) Columns, pillars posts and struts square, rectangular, polygonal in plan

28 Providing laying controlled cement concrete M300 work with curing complete 122.00 Cum 6,546.34 Rupees Six Thousand

including the cost of necessary form work and excluding the rate of Five Hundred Forty Six

reinforcement for reinforced concrete work in. and Paisa Thirty Four

Seventh Floor Only

(D ) Columns, pillars posts and struts square, rectangular, polygonal in plan

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

29 Providing laying controlled cement concrete M300 work with curing complete 122.00 Cum 6,588.11 Rupees Six Thousand

including the cost of necessary form work and excluding the rate of Five Hundred Eighty

reinforcement for reinforced concrete work in. Eight and Paisa Eleven

Eighth Floor Only

(D ) Columns, pillars posts and struts square, rectangular, polygonal in plan

30 Providing laying controlled cement concrete M300 work with curing complete 122.00 Cum 6,629.88 Rupees Six Thousand Six

including the cost of necessary form work and excluding the rate of Hundred Twenty Nine

reinforcement for reinforced concrete work in. and Paisa Eighty Eight

Nineth Floor Only

(D ) Columns, pillars posts and struts square, rectangular, polygonal in plan

31 Providing laying controlled cement concrete M300 work with curing complete 122.00 Cum 6,671.66 Rupees Six Thousand Six

including the cost of necessary form work and excluding the rate of Hundred Seventy One

reinforcement for reinforced concrete work in. and Paisa Sixty Six Only

(D ) Columns, pillars posts and struts square, rectangular, polygonal in plan

32 Providing laying controlled cement concrete M300 work with curing complete 122.00 Cum 6,713.43 Rupees Six Thousand

including the cost of necessary form work and excluding the rate of Seven Hundred Thirteen

reinforcement for reinforced concrete work in. and Paisa Forty Three

Eleventh Floor Only

(D ) Columns, pillars posts and struts square, rectangular, polygonal in plan

33 Providing laying controlled cement concrete M300 work with curing complete 122.00 Cum 6,755.20 Rupees Six Thousand

including the cost of necessary form work and excluding the rate of Seven Hundred Fifty Five

reinforcement for reinforced concrete work in. and Paisa Twenty Only

(D ) Columns, pillars posts and struts square, rectangular, polygonal in plan

34 Providing laying controlled cement concrete M300 work with curing complete 122.00 Cum 6,796.98 Rupees Six Thousand

including the cost of necessary form work and excluding the rate of Seven Hundred Ninety

reinforcement for reinforced concrete work in. Six and Paisa Ninety

Terrace Floor Eight Only

(D ) Columns, pillars posts and struts square, rectangular, polygonal in plan

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

35 Providing laying controlled cement concrete M300 work with curing complete 11.00 Cum 6,838.75 Rupees Six Thousand

including the cost of necessary form work and excluding the rate of Eight Hundred Thirty

reinforcement for reinforced concrete work in. Eight and Paisa Seventy

Staircabin Floor Five Only

(D ) Columns, pillars posts and struts square, rectangular, polygonal in plan

36 Providing laying controlled cement concrete M300 work with curing complete 772.00 Cum 6,462.99 Rupees Six Thousand

including the cost of necessary all type of form Work (As per Requirements) and Four Hundred Sixty Two

excluding the rate of reinforcement for reinforced concrete work in. and Paisa Ninety Nine

Upto Plinth Only

(H ) Wall / Drop Pardi

37 Providing laying controlled cement concrete M-300 work with curing complete 206.00 Cum 6,462.99 Rupees Six Thousand

including the cost of necessary all type of form Work (As per Requirements) and Four Hundred Sixty Two

excluding the rate of reinforcement for reinforced concrete work in. and Paisa Ninety Nine

Ground Floor Only

(H ) Wall / Drop Pardi

38 Providing laying controlled cement concrete M-300 work with curing complete 142.00 Cum 6,504.76 Rupees Six Thousand

including the cost of necessary all type of form Work (As per Requirements) and Five Hundred Four and

excluding the rate of reinforcement for reinforced concrete work in. Paisa Seventy Six Only

(H ) Wall / Drop Pardi

39 Providing laying controlled cement concrete M300 work with curing complete 133.00 Cum 6,546.54 Rupees Six Thousand

including the cost of necessary all type of form Work (As per Requirements) and Five Hundred Forty Six

excluding the rate of reinforcement for reinforced concrete work in. and Paisa Fifty Four Only

(H ) Wall / Drop Pardi

40 Providing laying controlled cement concrete M300 work with curing complete 133.00 Cum 6,588.31 Rupees Six Thousand

including the cost of necessary all type of form Work (As per Requirements) and Five Hundred Eighty

excluding the rate of reinforcement for reinforced concrete work in. Eight and Paisa Thirty

Third Floor One Only

(H ) Wall / Drop Pardi

41 Providing laying controlled cement concrete M300 work with curing complete 133.00 Cum 6,630.08 Rupees Six Thousand Six

including the cost of necessary all type of form Work (As per Requirements) and Hundred Thirty and

excluding the rate of reinforcement for reinforced concrete work in. Paisa Eight Only

(H ) Wall / Drop Pardi

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

42 Providing laying controlled cement concrete M300 work with curing complete 133.00 Cum 6,671.86 Rupees Six Thousand Six

including the cost of necessary all type of form Work (As per Requirements) and Hundred Seventy One

excluding the rate of reinforcement for reinforced concrete work in. and Paisa Eighty Six

Fifth Floor Only

(H ) Wall / Drop Pardi

43 Providing laying controlled cement concrete M300 work with curing complete 133.00 Cum 6,713.63 Rupees Six Thousand

including the cost of necessary all type of form Work (As per Requirements) and Seven Hundred Thirteen

excluding the rate of reinforcement for reinforced concrete work in. and Paisa Sixty Three

Sixth Floor Only

(H ) Wall / Drop Pardi

44 Providing laying controlled cement concrete M300 work with curing complete 133.00 Cum 6,755.41 Rupees Six Thousand

including the cost of necessary all type of form Work (As per Requirements) and Seven Hundred Fifty Five

excluding the rate of reinforcement for reinforced concrete work in. and Paisa Forty One

Seventh Floor Only

(H ) Wall / Drop Pardi

45 Providing laying controlled cement concrete M300 work with curing complete 133.00 Cum 6,797.18 Rupees Six Thousand

including the cost of necessary all type of form Work (As per Requirements) and Seven Hundred Ninety

excluding the rate of reinforcement for reinforced concrete work in. Seven and Paisa

Eighth Floor Eighteen Only

(H ) Wall / Drop Pardi

46 Providing laying controlled cement concrete M300 work with curing complete 133.00 Cum 6,838.95 Rupees Six Thousand

including the cost of necessary all type of form Work (As per Requirements) and Eight Hundred Thirty

excluding the rate of reinforcement for reinforced concrete work in. Eight and Paisa Ninety

Nineth Floor Five Only

(H ) Wall / Drop Pardi

47 Providing laying controlled cement concrete M300 work with curing complete 133.00 Cum 6,880.73 Rupees Six Thousand

including the cost of necessary all type of form Work (As per Requirements) and Eight Hundred Eighty

excluding the rate of reinforcement for reinforced concrete work in. and Paisa Seventy

Tenth Floor Three Only

(H ) Wall / Drop Pardi

48 Providing laying controlled cement concrete M300 work with curing complete 133.00 Cum 6,922.50 Rupees Six Thousand

including the cost of necessary all type of form Work (As per Requirements) and Nine Hundred Twenty

excluding the rate of reinforcement for reinforced concrete work in. Two and Paisa Fifty

Eleventh Floor Only

(H ) Wall / Drop Pardi

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

49 Providing laying controlled cement concrete M300 work with curing complete 133.00 Cum 6,964.27 Rupees Six Thousand

including the cost of necessary all type of form Work (As per Requirements) and Nine Hundred Sixty Four

excluding the rate of reinforcement for reinforced concrete work in. and Paisa Twenty Seven

Twelveth Floor Only

(H ) Wall / Drop Pardi

50 Providing laying controlled cement concrete M300 work with curing complete 133.00 Cum 7,006.05 Rupees Seven

including the cost of necessary all type of form Work (As per Requirements) and Thousand Six and Paisa

excluding the rate of reinforcement for reinforced concrete work in. Five Only

(H ) Wall / Drop Pardi

51 Providing laying controlled cement concrete M300 work with curing complete 45.00 Cum 7,047.82 Rupees Seven

including the cost of necessary form work and excluding the rate of Thousand Forty Seven

reinforcement for reinforced concrete work in. and Paisa Eighty Two

Staircabin Floor Only

(H ) Wall / Drop Pardi

52 Providing laying controlled cement concrete M-300 work with curing complete 637.00 Cum 5,324.72 Rupees Five Thousand

including the cost of necessary form work and excluding the rate of Three Hundred Twenty

reinforcement for reinforced concrete work in. Four and Paisa Seventy

(C) RCC Floor Beam Two Only

53 Providing laying controlled cement concrete M-300 work with curing complete 383.00 Cum 5,324.72 Rupees Five Thousand

including the cost of necessary form work and excluding the rate of Three Hundred Twenty

reinforcement for reinforced concrete work in. Four and Paisa Seventy

(C) RCC Floor Beam Two Only

i) Ground FLoor

54 Providing laying controlled cement concrete M-300 work with curing complete 341.00 Cum 5,366.49 Rupees Five Thousand

including the cost of necessary form work and excluding the rate of Three Hundred Sixty Six

reinforcement for reinforced concrete work in. and Paisa Forty Nine

(C) RCC Floor Beam Only

55 Providing laying controlled cement concrete M-300 work with curing complete 341.00 Cum 5,408.27 Rupees Five Thousand

including the cost of necessary form work and excluding the rate of Four Hundred Eight and

reinforcement for reinforced concrete work in. Paisa Twenty Seven

(C) RCC Floor Beam Only

i) Second FLoor

56 Providing laying controlled cement concrete M-300 work with curing complete 341.00 Cum 5,450.04 Rupees Five Thousand

including the cost of necessary form work and excluding the rate of Four Hundred Fifty and

reinforcement for reinforced concrete work in. Paisa Four Only

(C) RCC Floor Beam

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

57 Providing laying controlled cement concrete M-300 work with curing complete 341.00 Cum 5,491.81 Rupees Five Thousand

including the cost of necessary form work and excluding the rate of Four Hundred Ninety

reinforcement for reinforced concrete work in. One and Paisa Eighty

(C) RCC Floor Beam One Only

i) Fourth FLoor

58 Providing laying controlled cement concrete M-300 work with curing complete 341.00 Cum 5,533.59 Rupees Five Thousand

including the cost of necessary form work and excluding the rate of Five Hundred Thirty

reinforcement for reinforced concrete work in. Three and Paisa Fifty

(C) RCC Floor Beam Nine Only

59 Providing laying controlled cement concrete M-300 work with curing complete 341.00 Cum 5,575.36 Rupees Five Thousand

including the cost of necessary form work and excluding the rate of Five Hundred Seventy

reinforcement for reinforced concrete work in. Five and Paisa Thirty Six

(C) RCC Floor Beam Only

60 Providing laying controlled cement concrete M-300 work with curing complete 341.00 Cum 5,617.14 Rupees Five Thousand

including the cost of necessary form work and excluding the rate of Six Hundred Seventeen

reinforcement for reinforced concrete work in. and Paisa Fourteen

(C) RCC Floor Beam Only

i) Seventh FLoor

61 Providing laying controlled cement concrete M-300 work with curing complete 341.00 Cum 5,658.91 Rupees Five Thousand

including the cost of necessary form work and excluding the rate of Six Hundred Fifty Eight

reinforcement for reinforced concrete work in. and Paisa Ninety One

(C) RCC Floor Beam Only

i) Eighth FLoor

62 Providing laying controlled cement concrete M-300 work with curing complete 341.00 Cum 5,700.68 Rupees Five Thousand

including the cost of necessary form work and excluding the rate of Seven Hundred and

reinforcement for reinforced concrete work in. Paisa Sixty Eight Only

(C) RCC Floor Beam

i) Nineth FLoor

63 Providing laying controlled cement concrete M-300 work with curing complete 341.00 Cum 5,742.46 Rupees Five Thousand

including the cost of necessary form work and excluding the rate of Seven Hundred Forty

reinforcement for reinforced concrete work in. Two and Paisa Forty Six

(C) RCC Floor Beam Only

64 Providing laying controlled cement concrete M-300 work with curing complete 341.00 Cum 5,784.23 Rupees Five Thousand

including the cost of necessary form work and excluding the rate of Seven Hundred Eighty

reinforcement for reinforced concrete work in. Four and Paisa Twenty

(C) RCC Floor Beam Three Only

i) Eleventh FLoor

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

65 Providing laying controlled cement concrete M-300 work with curing complete 341.00 Cum 5,826.00 Rupees Five Thousand

including the cost of necessary form work and excluding the rate of Eight Hundred Twenty

reinforcement for reinforced concrete work in. Six and Zero Paisa Only

(C) RCC Floor Beam

i) Twelveth FLoor

66 Providing laying controlled cement concrete M-300 work with curing complete 342.00 Cum 5,867.78 Rupees Five Thousand

including the cost of necessary form work and excluding the rate of Eight Hundred Sixty

reinforcement for reinforced concrete work in. Seven and Paisa

(C) RCC Floor Beam Seventy Eight Only

i) Terrace FLoor (Staircase Cabin )

67 Providing laying controlled cement concrete M-300 work with curing complete 42.00 Cum 5,909.55 Rupees Five Thousand

including the cost of necessary form work and excluding the rate of Nine Hundred Nine and

reinforcement for reinforced concrete work in. Paisa Fifty Five Only

(C) RCC Floor Beam

i) Staircabin FLoor

68 Providing laying controlled cement concrete M-300 work with curing complete 48.00 Cum 7,598.23 Rupees Seven

including the cost of necessary form work and excluding the rate of Thousand Five Hundred

reinforcement for reinforced concrete work in. Ninety Eight and Paisa

Ground Floor Twenty Three Only

(C) RCC Lintel, Sill, Coping and Mullians Bands

i) Basement Ground Floor

69 Providing laying controlled cement concrete M-300 work with curing complete 127.00 Cum 7,640.00 Rupees Seven

including the cost of necessary form work and excluding the rate of Thousand Six Hundred

reinforcement for reinforced concrete work in. Forty and Zero Paisa

(C) RCC Lintel, Sill, Coping and Mullians Bands Only

70 Providing laying controlled cement concrete M-300 work with curing complete 127.00 Cum 7,681.78 Rupees Seven

including the cost of necessary form work and excluding the rate of Thousand Six Hundred

reinforcement for reinforced concrete work in. Eighty One and Paisa

(C) RCC Lintel, sill,Coping and Mullians Bands Seventy Eight Only

i) Second Floor

71 Providing laying controlled cement concrete M-300 work with curing complete 127.00 Cum 7,723.55 Rupees Seven

including the cost of necessary form work and excluding the rate of Thousand Seven

reinforcement for reinforced concrete work in. Hundred Twenty Three

(C) RCC Lintel, sill,Coping and Mullians Bands and Paisa Fifty Five Only

72 Providing laying controlled cement concrete M-300 work with curing complete 127.00 Cum 7,765.32 Rupees Seven

including the cost of necessary form work and excluding the rate of Thousand Seven

reinforcement for reinforced concrete work in. Hundred Sixty Five and

(C) RCC Lintel, sill and Mullians Bands Paisa Thirty Two Only

i) Fourth Floor

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

73 Providing laying controlled cement concrete M-300 work with curing complete 127.00 Cum 7,807.10 Rupees Seven

including the cost of necessary form work and excluding the rate of Thousand Eight Hundred

reinforcement for reinforced concrete work in. Seven and Paisa Ten

(C) RCC Lintel, sill,Coping and Mullians Bands Only

74 Providing laying controlled cement concrete M-300 work with curing complete 127.00 Cum 7,848.87 Rupees Seven

including the cost of necessary form work and excluding the rate of Thousand Eight Hundred

reinforcement for reinforced concrete work in. Forty Eight and Paisa

(C) RCC Lintel, sill,Coping and Mullians Bands Eighty Seven Only

75 Providing laying controlled cement concrete M-300 work with curing complete 127.00 Cum 7,890.65 Rupees Seven

including the cost of necessary form work and excluding the rate of Thousand Eight Hundred

reinforcement for reinforced concrete work in. Ninety and Paisa Sixty

(C) RCC Lintel, sill,Coping and Mullians Bands Five Only

i) Seventh Floor

76 Providing laying controlled cement concrete M-300 work with curing complete 127.00 Cum 7,932.42 Rupees Seven

including the cost of necessary form work and excluding the rate of Thousand Nine Hundred

reinforcement for reinforced concrete work in. Thirty Two and Paisa

(C) RCC Lintel, sill,Coping and Mullians Bands Forty Two Only

i) Eighth Floor

77 Providing laying controlled cement concrete M-300 work with curing complete 127.00 Cum 7,974.19 Rupees Seven

including the cost of necessary form work and excluding the rate of Thousand Nine Hundred

reinforcement for reinforced concrete work in. Seventy Four and Paisa

(C) RCC Lintel, sill,Coping and Mullians Bands Nineteen Only

78 Providing laying controlled cement concrete M-300 work with curing complete 127.00 Cum 8,015.97 Rupees Eight Thousand

including the cost of necessary form work and excluding the rate of Fifteen and Paisa Ninety

reinforcement for reinforced concrete work in. Seven Only

(C) RCC Lintel, sill,Coping and Mullians Bands

79 Providing laying controlled cement concrete M-300 work with curing complete 127.00 Cum 8,057.74 Rupees Eight Thousand

including the cost of necessary form work and excluding the rate of Fifty Seven and Paisa

reinforcement for reinforced concrete work in. Seventy Four Only

(C) RCC Lintel, sill,Coping and Mullians Bands

i) Eleventh Floor

80 Providing laying controlled cement concrete M-300 work with curing complete 127.00 Cum 8,099.51 Rupees Eight Thousand

including the cost of necessary form work and excluding the rate of Ninety Nine and Paisa

reinforcement for reinforced concrete work in. Fifty One Only

(C) RCC Lintel, sill,Coping and Mullians Bands

i) Twelveth Floor

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

81 Providing laying controlled cement concrete M-300 work with curing complete 26.00 Cum 8,141.29 Rupees Eight Thousand

including the cost of necessary form work and excluding the rate of One Hundred Forty One

reinforcement for reinforced concrete work in. and Paisa Twenty Nine

(C) RCC Lintel, sill,Coping and Mullians Bands Only

i) Terrace Floor

82 Providing laying controlled cement concrete M-300 work with curing complete 9.00 Cum 8,183.06 Rupees Eight Thousand

including the cost of necessary form work and excluding the rate of One Hundred Eighty

reinforcement for reinforced concrete work in. Three and Paisa Six Only

(C) RCC Lintel, sill,Coping and Mullians Bands

i) Staircabin Floor

83 Providing laying controlled cement concrete M-300 work with curing complete 36.00 Cum 6,363.00 Rupees Six Thousand

including the cost of necessary form work and excluding the rate of Three Hundred Sixty

reinforcement for reinforced concrete work in. Three and Zero Paisa

Ground Floor Only

84 Providing laying controlled cement concrete M-300 work with curing complete 36.00 Cum 6,404.77 Rupees Six Thousand

including the cost of necessary form work and excluding the rate of Four Hundred Four and

reinforcement for reinforced concrete work in. Paisa Seventy Seven

First Floor Only

85 Providing laying controlled cement concrete M-300 work with curing complete 36.00 Cum 6,446.55 Rupees Six Thousand

including the cost of necessary form work and excluding the rate of Four Hundred Forty Six

reinforcement for reinforced concrete work in. and Paisa Fifty Five Only

86 Providing laying controlled cement concrete M-300 work with curing complete 36.00 Cum 6,488.32 Rupees Six Thousand

including the cost of necessary form work and excluding the rate of Four Hundred Eighty

reinforcement for reinforced concrete work in. Eight and Paisa Thirty

Third Floor Two Only

87 Providing laying controlled cement concrete M-300 work with curing complete 36.00 Cum 6,530.09 Rupees Six Thousand

including the cost of necessary form work and excluding the rate of Five Hundred Thirty and

reinforcement for reinforced concrete work in. Paisa Nine Only

88 Providing laying controlled cement concrete M-300 work with curing complete 36.00 Cum 6,571.87 Rupees Six Thousand

including the cost of necessary form work and excluding the rate of Five Hundred Seventy

reinforcement for reinforced concrete work in. One and Paisa Eighty

Fifth Floor Seven Only

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

89 Providing laying controlled cement concrete M-300 work with curing complete 36.00 Cum 6,613.64 Rupees Six Thousand Six

including the cost of necessary form work and excluding the rate of Hundred Thirteen and

reinforcement for reinforced concrete work in. Paisa Sixty Four Only

90 Providing laying controlled cement concrete M-300 work with curing complete 36.00 Cum 6,655.42 Rupees Six Thousand Six

including the cost of necessary form work and excluding the rate of Hundred Fifty Five and

reinforcement for reinforced concrete work in. Paisa Forty Two Only

91 Providing laying controlled cement concrete M-300 work with curing complete 36.00 Cum 6,697.19 Rupees Six Thousand Six

including the cost of necessary form work and excluding the rate of Hundred Ninety Seven

reinforcement for reinforced concrete work in. and Paisa Nineteen

Eighth Floor Only

92 Providing laying controlled cement concrete M-300 work with curing complete 36.00 Cum 6,738.96 Rupees Six Thousand

including the cost of necessary form work and excluding the rate of Seven Hundred Thirty

reinforcement for reinforced concrete work in. Eight and Paisa Ninety

Ninth Floor Six Only

93 Providing laying controlled cement concrete M-300 work with curing complete 36.00 Cum 6,780.74 Rupees Six Thousand

including the cost of necessary form work and excluding the rate of Seven Hundred Eighty

reinforcement for reinforced concrete work in. and Paisa Seventy Four

Tenth Floor Only

94 Providing laying controlled cement concrete M-300 work with curing complete 36.00 Cum 6,822.51 Rupees Six Thousand

including the cost of necessary form work and excluding the rate of Eight Hundred Twenty

reinforcement for reinforced concrete work in. Two and Paisa Fifty One

Eleventh Floor Only

95 Providing laying controlled cement concrete M-300 work with curing complete 36.00 Cum 6,864.28 Rupees Six Thousand

including the cost of necessary form work and excluding the rate of Eight Hundred Sixty Four

reinforcement for reinforced concrete work in. and Paisa Twenty Eight

Twelveth Floor Only

96 Providing laying controlled cement concrete M-300 work with curing complete 3.00 Cum 6,906.06 Rupees Six Thousand

including the cost of necessary form work and excluding the rate of Nine Hundred Six and

reinforcement for reinforced concrete work in. Paisa Six Only

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

97 Providing laying controlled cement concrete M-300 work with curing complete 3.00 Cum 6,947.83 Rupees Six Thousand

including the cost of necessary form work and excluding the rate of Nine Hundred Forty

reinforcement for reinforced concrete work in. Seven and Paisa Eighty

Staircabin Floor Three Only

98 Providing laying controlled cement concrete M-300 work with curing complete 662.00 Cum 6,679.13 Rupees Six Thousand Six

including the cost of necessary form work and excluding the rate of Hundred Seventy Nine

reinforcement for reinforced concrete work in. and Paisa Thirteen Only

( B ) Slabs, landing, shelvas, Balconies etc

i) Basement Floor

99 Providing laying controlled cement concrete M-300 work with curing complete 435.00 Cum 6,679.13 Rupees Six Thousand Six

including the cost of necessary form work and excluding the rate of Hundred Seventy Nine

reinforcement for reinforced concrete work in. and Paisa Thirteen Only

( B ) Slabs, landing, shelvas, Balconies etc

i) Ground Floor

100 Providing laying controlled cement concrete M-300 work with curing complete 375.00 Cum 6,720.90 Rupees Six Thousand

including the cost of form work and excluding the rate of reinforcement for Seven Hundred Twenty

reinforced concrete work in. and Paisa Ninety Only

( B ) Slabs, landing, shelvas, Balconies etc

101 Providing laying controlled cement concrete M-300 work with curing complete 375.00 Cum 6,762.68 Rupees Six Thousand

including the cost of necessary form work and excluding the rate of Seven Hundred Sixty

reinforcement for reinforced concrete work in. Two and Paisa Sixty

( B ) Slabs, landing, shelvas, Balconies etc Eight Only

i) Second Floor

102 Providing laying controlled cement concrete M-300 work with curing complete 375.00 Cum 6,804.45 Rupees Six Thousand

including the cost of necessary form work and excluding the rate of Eight Hundred Four and

reinforcement for reinforced concrete work in. Paisa Forty Five Only

( B ) Slabs, landing, shelvas, Balconies etc

103 Providing laying controlled cement concrete M-300 work with curing complete 375.00 Cum 6,846.22 Rupees Six Thousand

including the cost of necessary form work and excluding the rate of Eight Hundred Forty Six

reinforcement for reinforced concrete work in. and Paisa Twenty Two

( B ) Slabs, landing, shelvas, Balconies etc Only

i) Fourth Floor

104 Providing laying controlled cement concrete M-300 work with curing complete 375.00 Cum 6,888.00 Rupees Six Thousand

including the cost of necessary form work and excluding the rate of Eight Hundred Eighty

reinforcement for reinforced concrete work in. Eight and Zero Paisa

( B ) Slabs, landing, shelvas, Balconies etc Only

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

105 Providing laying controlled cement concrete M-300 work with curing complete 375.00 Cum 6,929.77 Rupees Six Thousand

including the cost of necessary form work and excluding the rate of Nine Hundred Twenty

reinforcement for reinforced concrete work in. Nine and Paisa Seventy

( B ) Slabs, landing, shelvas, Balconies etc Seven Only

106 Providing laying controlled cement concrete M-300 work with curing complete 375.00 Cum 6,971.55 Rupees Six Thousand

including the cost of necessary form work and excluding the rate of Nine Hundred Seventy

reinforcement for reinforced concrete work in. One and Paisa Fifty Five

( B ) Slabs, landing, shelvas, Balconies etc Only

i) Seventh Floor

107 Providing laying controlled cement concrete M-300 work with curing complete 375.00 Cum 7,013.32 Rupees Seven

including the cost of necessary form work and excluding the rate of Thousand Thirteen and

reinforcement for reinforced concrete work in. Paisa Thirty Two Only

( B ) Slabs, landing, shelvas, Balconies etc

i) Eighth Floor

108 Providing laying controlled cement concrete M-300 work with curing complete 375.00 Cum 7,055.09 Rupees Seven

including the cost of necessary form work and excluding the rate of Thousand Fifty Five and

reinforcement for reinforced concrete work in. Paisa Nine Only

( B ) Slabs, landing, shelvas, Balconies etc

109 Providing laying controlled cement concrete M-300 work with curing complete 375.00 Cum 7,096.87 Rupees Seven

including the cost of necessary form work and excluding the rate of Thousand Ninety Six and

reinforcement for reinforced concrete work in. Paisa Eighty Seven Only

( B ) Slabs, landing, shelvas, Balconies etc

110 Providing laying controlled cement concrete M-300 work with curing complete 375.00 Cum 7,138.64 Rupees Seven

including the cost of necessary form work and excluding the rate of Thousand One Hundred

reinforcement for reinforced concrete work in. Thirty Eight and Paisa

( B ) Slabs, landing, shelvas, Balconies etc Sixty Four Only

i) Eleventh Floor

111 Providing laying controlled cement concrete M-300 work with curing complete 375.00 Cum 7,180.41 Rupees Seven

including the cost of necessary form work and excluding the rate of Thousand One Hundred

reinforcement for reinforced concrete work in. Eighty and Paisa Forty

( B ) Slabs, landing, shelvas, Balconies etc One Only

i) Twelveth Floor

112 Providing laying controlled cement concrete M-300 work with curing complete 18.00 Cum 7,222.19 Rupees Seven

including the cost of necessary form work and excluding the rate of Thousand Two Hundred

reinforcement for reinforced concrete work in. Twenty Two and Paisa

( B ) Slabs, landing, shelvas, Balconies etc Nineteen Only

i) Terrace Floor

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

113 Providing laying controlled cement concrete M-300 work with curing complete 9.00 Cum 7,263.96 Rupees Seven

including the cost of necessary form work and excluding the rate of Thousand Two Hundred

reinforcement for reinforced concrete work in. Sixty Three and Paisa

( B ) Slabs, landing, shelvas, Balconies etc Ninety Six Only

i) Staircabin Floor

114 Providing laying controlled cement concrete M-300 work with curing complete 9.00 Cum 7,301.29 Rupees Seven

including the cost of necessary form work and excluding the rate of Thousand Three

reinforcement for reinforced concrete work in. Hundred One and Paisa

(C) RCC Stair Case Twenty Nine Only

115 Providing laying controlled cement concrete M-300 work with curing complete 14.00 Cum 7,301.29 Rupees Seven

including the cost of necessary form work and excluding the rate of Thousand Three

reinforcement for reinforced concrete work in. Hundred One and Paisa

(C) RCC Stair Case Twenty Nine Only

i) Ground Floor

116 Providing laying controlled cement concrete M-300 work with curing complete 13.00 Cum 7,343.06 Rupees Seven

including the cost of necessary form work and excluding the rate of Thousand Three

reinforcement for reinforced concrete work in. Hundred Forty Three

(C) RCC Stair Case and Paisa Six Only

117 Providing laying controlled cement concrete M-300 work with curing complete 13.00 Cum 7,384.84 Rupees Seven

including the cost of necessary form work and excluding the rate of Thousand Three

reinforcement for reinforced concrete work in. Hundred Eighty Four

(C) RCC Stair Case and Paisa Eighty Four

i) Second Floor Only

118 Providing laying controlled cement concrete M-300 work with curing complete 13.00 Cum 7,426.61 Rupees Seven

including the cost of necessary form work and excluding the rate of Thousand Four Hundred

reinforcement for reinforced concrete work in. Twenty Six and Paisa

(C) RCC Stair Case Sixty One Only

119 Providing laying controlled cement concrete M-300 work with curing complete 13.00 Cum 7,468.38 Rupees Seven

including the cost of necessary form work and excluding the rate of Thousand Four Hundred

reinforcement for reinforced concrete work in. Sixty Eight and Paisa

(C) RCC Stair Case Thirty Eight Only

i) Fourth Floor

120 Providing laying controlled cement concrete M-300 work with curing complete 13.00 Cum 7,510.16 Rupees Seven

including the cost of necessary form work and excluding the rate of Thousand Five Hundred

reinforcement for reinforced concrete work in. Ten and Paisa Sixteen

(C) RCC Stair Case Only

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

121 Providing laying controlled cement concrete M-300 work with curing complete 13.00 Cum 7,551.93 Rupees Seven

including the cost of necessary form work and excluding the rate of Thousand Five Hundred

reinforcement for reinforced concrete work in. Fifty One and Paisa

(C) RCC Stair Case Ninety Three Only

122 Providing laying controlled cement concrete M-300 work with curing complete 13.00 Cum 7,593.71 Rupees Seven

including the cost of necessary form work and excluding the rate of Thousand Five Hundred

reinforcement for reinforced concrete work in. Ninety Three and Paisa

(C) RCC Stair Case Seventy One Only

i) Seventh Floor

123 Providing laying controlled cement concrete M-300 work with curing complete 13.00 Cum 7,635.48 Rupees Seven

including the cost of necessary form work and excluding the rate of Thousand Six Hundred

reinforcement for reinforced concrete work in. Thirty Five and Paisa

(C) RCC Stair Case Forty Eight Only

i) Eighth Floor

124 Providing laying controlled cement concrete M-300 work with curing complete 13.00 Cum 7,677.25 Rupees Seven

including the cost of necessary form work and excluding the rate of Thousand Six Hundred

reinforcement for reinforced concrete work in. Seventy Seven and

(C) RCC Stair Case Paisa Twenty Five Only

125 Providing laying controlled cement concrete M-300 work with curing complete 13.00 Cum 7,719.03 Rupees Seven

including the cost of necessary form work and excluding the rate of Thousand Seven

reinforcement for reinforced concrete work in. Hundred Nineteen and

(C) RCC Stair Case Paisa Three Only

126 Providing laying controlled cement concrete M-300 work with curing complete 13.00 Cum 7,760.80 Rupees Seven

including the cost of necessary form work and excluding the rate of Thousand Seven

reinforcement for reinforced concrete work in. Hundred Sixty and

(C) RCC Stair Case Paisa Eighty Only

i) Eleventh Floor

127 Providing laying controlled cement concrete M-300 work with curing complete 13.00 Cum 7,802.57 Rupees Seven

including the cost of necessary form work and excluding the rate of Thousand Eight Hundred

reinforcement for reinforced concrete work in. Two and Paisa Fifty

(C) RCC Stair Case Seven Only

i) Twelveth Floor

128 Supplying cutting, bending, binding and placing in position steel as per plan and 14,25,445.00 Kg 79.360 Rupees Seventy Nine

design and as rer ISS 2502 including cost of Steel and binding Wire for and Paisa Thirty Six Only

reservoir/structure only including all lift & lead /height or depth below G.L for all

CRS Steel Fe – 500d grade for all diameters.

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

129 Supplying cutting, bending, binding and placing in position steel as per plan and 2,04,165.00 Kg 79.360 Rupees Seventy Nine

design and as rer ISS 2502 including cost of Steel and binding Wire for and Paisa Thirty Six Only

reservoir/structure only including all lift & lead /height or depth below G.L for all

CRS Steel Fe – 500d grade for all diameters.

130 Supplying cutting, bending, binding and placing in position steel as per plan and 1,83,195.00 Kg 80.360 Rupees Eighty and

design and as rer ISS 2502 including cost of Steel and binding Wire for Paisa Thirty Six Only

reservoir/structure only including all lift & lead /height or depth below G.L for all

CRS Steel Fe – 500d grade for all diameters.

131 Supplying cutting, bending, binding and placing in position steel as per plan and 1,65,705.00 Kg 81.360 Rupees Eighty One and

design and as rer ISS 2502 including cost of Steel and binding Wire for Paisa Thirty Six Only

reservoir/structure only including all lift & lead /height or depth below G.L for all

CRS Steel Fe – 500d grade for all diameters.

132 Supplying cutting, bending, binding and placing in position steel as per plan and 1,65,705.00 Kg 82.360 Rupees Eighty Two and

design and as rer ISS 2502 including cost of Steel and binding Wire for Paisa Thirty Six Only

reservoir/structure only including all lift & lead /height or depth below G.L for all

CRS Steel Fe – 500d grade for all diameters.

133 Supplying cutting, bending, binding and placing in position steel as per plan and 1,65,705.00 Kg 83.360 Rupees Eighty Three

design and as rer ISS 2502 including cost of Steel and binding Wire for and Paisa Thirty Six Only

reservoir/structure only including all lift & lead /height or depth below G.L for all

CRS Steel Fe – 500d grade for all diameters.

134 Supplying cutting, bending, binding and placing in position steel as per plan and 1,65,705.00 Kg 84.360 Rupees Eighty Four and

design and as rer ISS 2502 including cost of Steel and binding Wire for Paisa Thirty Six Only

reservoir/structure only including all lift & lead /height or depth below G.L for all

CRS Steel Fe – 500d grade for all diameters.

135 Supplying cutting, bending, binding and placing in position steel as per plan and 1,65,705.00 Kg 85.360 Rupees Eighty Five and

design and as rer ISS 2502 including cost of Steel and binding Wire for Paisa Thirty Six Only

reservoir/structure only including all lift & lead /height or depth below G.L for all

CRS Steel Fe – 500d grade for all diameters.

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

136 Supplying cutting, bending, binding and placing in position steel as per plan and 1,65,705.00 Kg 86.360 Rupees Eighty Six and

design and as rer ISS 2502 including cost of Steel and binding Wire for Paisa Thirty Six Only

reservoir/structure only including all lift & lead /height or depth below G.L for all

CRS Steel Fe – 500d grade for all diameters.

137 Supplying cutting, bending, binding and placing in position steel as per plan and 1,65,705.00 Kg 87.350 Rupees Eighty Seven

design and as rer ISS 2502 including cost of Steel and binding Wire for and Paisa Thirty Five

reservoir/structure only including all lift & lead /height or depth below G.L for all Only

CRS Steel Fe – 500d grade for all diameters.

138 Supplying cutting, bending, binding and placing in position steel as per plan and 1,65,705.00 Kg 88.350 Rupees Eighty Eight

design and as rer ISS 2502 including cost of Steel and binding Wire for and Paisa Thirty Five

reservoir/structure only including all lift & lead /height or depth below G.L for all Only

CRS Steel Fe – 500d grade for all diameters.

139 Supplying cutting, bending, binding and placing in position steel as per plan and 1,65,705.00 Kg 89.350 Rupees Eighty Nine and

design and as rer ISS 2502 including cost of Steel and binding Wire for Paisa Thirty Five Only

reservoir/structure only including all lift & lead /height or depth below G.L for all

CRS Steel Fe – 500d grade for all diameters.

140 Supplying cutting, bending, binding and placing in position steel as per plan and 1,65,705.00 Kg 90.350 Rupees Ninety and

design and as rer ISS 2502 including cost of Steel and binding Wire for Paisa Thirty Five Only

reservoir/structure only including all lift & lead /height or depth below G.L for all

CRS Steel Fe – 500d grade for all diameters.

141 Supplying cutting, bending, binding and placing in position steel as per plan and 1,65,705.00 Kg 91.350 Rupees Ninety One

design and as rer ISS 2502 including cost of Steel and binding Wire for and Paisa Thirty Five

reservoir/structure only including all lift & lead /height or depth below G.L for all Only

CRS Steel Fe – 500d grade for all diameters.

142 Supplying cutting, bending, binding and placing in position steel as per plan and 1,28,225.00 Kg 92.350 Rupees Ninety Two and

design and as rer ISS 2502 including cost of Steel and binding Wire for Paisa Thirty Five Only

reservoir/structure only including all lift & lead /height or depth below G.L for all

CRS Steel Fe – 500d grade for all diameters.

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

143 Supplying cutting, bending, binding and placing in position steel as per plan and 22,925.00 Kg 93.350 Rupees Ninety Three

design and as rer ISS 2502 including cost of Steel and binding Wire for and Paisa Thirty Five

reservoir/structure only including all lift & lead /height or depth below G.L for all Only

CRS Steel Fe – 500d grade for all diameters.

Staircabin Floor

144 Providing and erecting False Staging with MS props or MS H-frames for each 3,700.00 Sqm 612.20 Rupees Six Hundred

additional height of propping and centering where the height of propping and Twelve and Paisa

centering exceeds 4.0 meter between supporting floor to ceiling supporting as Twenty Only

required with adequate bracing/ propping with steel props/ H frames etc. as

directed by EIC including cost of de-shuttering and centering at all levels / all

floors for plumbing electrical and civil works. Note : Plan area will be measured

Height upto 12.0 M

145 Providing and position PVC Sleeves in RCC elements like walls slabs beams etc. 105.00 Each 42.42 Rupees Forty Two and

of 6 Kg/cm2 UPVC Pipes and diameter of taking out service pipelines cables Paisa Forty Two Only

road infrasturcture work etc. upto 0.5 mtr. length for all floors/ all levels / all

146 Providing and position PVC Sleeves in RCC elements like walls slabs beams etc. 90.00 Each 65.65 Rupees Sixty Five and

of 6 Kg/cm2 UPVC Pipes and diameter of taking out service pipelines cables Paisa Sixty Five Only

road infrasturcture work etc. upto 0.5 mtr. length for all floors/ all levels / all

147 Providing and position PVC Sleeves in RCC elements like walls slabs beams etc. 75.00 Each 124.23 Rupees One Hundred

of 6 Kg/cm2 UPVC Pipes and diameter of taking out service pipelines cables Twenty Four and Paisa

road infrasturcture work etc. upto 0.5 mtr. length for all floors/ all levels / all Twenty Three Only

148 Brick work using Common burnt clay building bricks having crushing strength not 224.00 Cum 4,279.98 Rupees Four Thousand

less than 35 kg./sq.cm. in foundation and plinth in cement mortar 1: 6 (1 cement Two Hundred Seventy

: 6 fine sand) in true line and level including curing, scaffolding, racking out the Nine and Paisa Ninety

joints etc. complete as directed by engineer in charge. Eight Only

(B) Conventional

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

149 Providing and laying autoclave aerated concrete blocks as per drawing in single 681.00 Cum 4,641.96 Rupees Four Thousand

or multiple layers with Ready mix joining mortar. Crushing strength of aerated Six Hundred Forty One

concrete block shall not be less than 40 KG/sqcm, minimum density in oven dry and Paisa Ninety Six

condition between 651 to 750 KG/CUM, thermal conductivity shall not exceed Only

0.30 w/mk, fire resistant 4 hours, in true line level and plumb and cleaning the

surface with necessary tool tackles The drying shrinkage shall be not more than

0.05 percent for Grade 1 blocks and 0.10 percent for Grade 2 blocks when

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

any levels (in foundation and superstructure) and all places including curing,

scaffolding, racking / flush jointing etc complete, as per drawing / specification

and approved by architect and as directed by Engineer Incharge for all civil,

plumbing, electrical & infrastructure work

Basement & Ground Floor

150 Providing and laying autoclave aerated concrete blocks as per drawing in 865.00 Cum 4,687.87 Rupees Four Thousand

single or multiple layers with Ready mix joining mortar. Crushing strength of Six Hundred Eighty

aerated concrete block shall not be less than 40 KG/sqcm, minimum density in Seven and Paisa Eighty

oven dry condition between 651 to 750 KG/CUM, thermal conductivity shall not Seven Only

exceed 0.30 w/mk, fire resistant 4 hours, in true line level and plumb and

cleaning the surface with necessary tool tackles The drying shrinkage shall be

not more than 0.05 percent for Grade 1 blocks and 0.10 percent for Grade

blocks when tested in accordance with IS : 6641 (Part-2)-1972 etc. at any heights,

all depths, any levels (in foundation and superstructure) and all places including

curing, scaffolding, racking / flush jointing etc complete, as per drawing /

specification and approved by architect and as directed by Engineer Incharge

for all civil, plumbing, electrical & infrastructure work

151 Providing and laying autoclave aerated concrete blocks as per drawing in 865.00 Cum 4,733.79 Rupees Four Thousand

single or multiple layers with Ready mix joining mortar. Crushing strength of Seven Hundred Thirty

aerated concrete block shall not be less than 40 KG/sqcm, minimum density in Three and Paisa

oven dry condition between 651 to 750 KG/CUM, thermal conductivity shall not Seventy Nine Only

exceed 0.30 w/mk, fire resistant 4 hours, in true line level and plumb and

cleaning the surface with necessary tool tackles The drying shrinkage shall be

not more than 0.05 percent for Grade 1 blocks and 0.10 percent for Grade

blocks when tested in accordance with IS : 6641 (Part-2)-1972 etc. at any heights,

all depths, any levels (in foundation and superstructure) and all places including

curing, scaffolding, racking / flush jointing etc complete, as per drawing /

specification and approved by architect and as directed by Engineer Incharge

for all civil, plumbing, electrical & infrastructure work

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

152 Providing and laying autoclave aerated concrete blocks as per drawing in 865.00 cum 4,779.70 Rupees Four Thousand

single or multiple layers with Ready mix joining mortar. Crushing strength of Seven Hundred Seventy

aerated concrete block shall not be less than 40 KG/sqcm, minimum density in Nine and Paisa Seventy

oven dry condition between 651 to 750 KG/CUM, thermal conductivity shall not Only

exceed 0.30 w/mk, fire resistant 4 hours, in true line level and plumb and

cleaning the surface with necessary tool tackles The drying shrinkage shall be

not more than 0.05 percent for Grade 1 blocks and 0.10 percent for Grade

blocks when tested in accordance with IS : 6641 (Part-2)-1972 etc. at any heights,

all depths, any levels (in foundation and superstructure) and all places including

curing, scaffolding, racking / flush jointing etc complete, as per drawing /

specification and approved by architect and as directed by Engineer Incharge

for all civil, plumbing, electrical & infrastructure work

153 Providing and laying autoclave aerated concrete blocks as per drawing in 865.00 Cum 4,825.62 Rupees Four Thousand

single or multiple layers with Ready mix joining mortar. Crushing strength of Eight Hundred Twenty

aerated concrete block shall not be less than 40 KG/sqcm, minimum density in Five and Paisa Sixty Two

oven dry condition between 651 to 750 KG/CUM, thermal conductivity shall not Only

exceed 0.30 w/mk, fire resistant 4 hours, in true line level and plumb and

cleaning the surface with necessary tool tackles The drying shrinkage shall be

not more than 0.05 percent for Grade 1 blocks and 0.10 percent for Grade

blocks when tested in accordance with IS : 6641 (Part-2)-1972 etc. at any heights,

all depths, any levels (in foundation and superstructure) and all places including

curing, scaffolding, racking / flush jointing etc complete, as per drawing /

specification and approved by architect and as directed by Engineer Incharge

for all civil, plumbing, electrical & infrastructure work

154 Providing and laying autoclave aerated concrete blocks as per drawing in single 865.00 Cum 4,871.53 Rupees Four Thousand

or multiple layers with Ready mix joining mortar. Crushing strength of aerated Eight Hundred Seventy

concrete block shall not be less than 40 KG/sqcm, minimum density in oven dry One and Paisa Fifty

condition between 651 to 750 KG/CUM, thermal conductivity shall not exceed Three Only

0.30 w/mk, fire resistant 4 hours, in true line level and plumb and cleaning the

surface with necessary tool tackles The drying shrinkage shall be not more than

0.05 percent for Grade 1 blocks and 0.10 percent for Grade 2 blocks when

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

any levels (in foundation and superstructure) and all places including curing,

scaffolding, racking / flush jointing etc complete, as per drawing / specification

and approved by architect and as directed by Engineer Incharge for all civil,

plumbing, electrical & infrastructure work

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

155 Providing and laying autoclave aerated concrete blocks as per drawing in 865.00 Cum 4,917.45 Rupees Four Thousand

single or multiple layers with Ready mix joining mortar. Crushing strength of Nine Hundred

aerated concrete block shall not be less than 40 KG/sqcm, minimum density in Seventeen and Paisa

oven dry condition between 651 to 750 KG/CUM, thermal conductivity shall not Forty Five Only

exceed 0.30 w/mk, fire resistant 4 hours, in true line level and plumb and

cleaning the surface with necessary tool tackles The drying shrinkage shall be

not more than 0.05 percent for Grade 1 blocks and 0.10 percent for Grade

blocks when tested in accordance with IS : 6641 (Part-2)-1972 etc. at any heights,

all depths, any levels (in foundation and superstructure) and all places including

curing, scaffolding, racking / flush jointing etc complete, as per drawing /

specification and approved by architect and as directed by Engineer Incharge

for all civil, plumbing, electrical & infrastructure work

156 Providing and laying autoclave aerated concrete blocks as per drawing in 865.00 Cum 4,963.36 Rupees Four Thousand

single or multiple layers with Ready mix joining mortar. Crushing strength of Nine Hundred Sixty

aerated concrete block shall not be less than 40 KG/sqcm, minimum density in Three and Paisa Thirty

oven dry condition between 651 to 750 KG/CUM, thermal conductivity shall not Six Only

exceed 0.30 w/mk, fire resistant 4 hours, in true line level and plumb and

cleaning the surface with necessary tool tackles The drying shrinkage shall be

not more than 0.05 percent for Grade 1 blocks and 0.10 percent for Grade

blocks when tested in accordance with IS : 6641 (Part-2)-1972 etc. at any heights,

all depths, any levels (in foundation and superstructure) and all places including

curing, scaffolding, racking / flush jointing etc complete, as per drawing /

specification and approved by architect and as directed by Engineer Incharge

for all civil, plumbing, electrical & infrastructure work

157 Providing and laying autoclave aerated concrete blocks as per drawing in 865.00 Cum 5,009.28 Rupees Five Thousand

single or multiple layers with Ready mix joining mortar. Crushing strength of Nine and Paisa Twenty

aerated concrete block shall not be less than 40 KG/sqcm, minimum density in Eight Only

oven dry condition between 651 to 750 KG/CUM, thermal conductivity shall not

exceed 0.30 w/mk, fire resistant 4 hours, in true line level and plumb and

cleaning the surface with necessary tool tackles The drying shrinkage shall be

not more than 0.05 percent for Grade 1 blocks and 0.10 percent for Grade

blocks when tested in accordance with IS : 6641 (Part-2)-1972 etc. at any heights,

all depths, any levels (in foundation and superstructure) and all places including

curing, scaffolding, racking / flush jointing etc complete, as per drawing /

specification and approved by architect and as directed by Engineer Incharge

for all civil, plumbing, electrical & infrastructure work

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

158 Providing and laying autoclave aerated concrete blocks as per drawing in 865.00 Cum 5,055.19 Rupees Five Thousand

single or multiple layers with Ready mix joining mortar. Crushing strength of Fifty Five and Paisa

aerated concrete block shall not be less than 40 KG/sqcm, minimum density in Nineteen Only

oven dry condition between 651 to 750 KG/CUM, thermal conductivity shall not

exceed 0.30 w/mk, fire resistant 4 hours, in true line level and plumb and

cleaning the surface with necessary tool tackles The drying shrinkage shall be

not more than 0.05 percent for Grade 1 blocks and 0.10 percent for Grade

blocks when tested in accordance with IS : 6641 (Part-2)-1972 etc. at any heights,

all depths, any levels (in foundation and superstructure) and all places including

curing, scaffolding, racking / flush jointing etc complete, as per drawing /

specification and approved by architect and as directed by Engineer Incharge

for all civil, plumbing, electrical & infrastructure work

159 Providing and laying autoclave aerated concrete blocks as per drawing in 865.00 Cum 5,101.11 Rupees Five Thousand

single or multiple layers with Ready mix joining mortar. Crushing strength of One Hundred One and

aerated concrete block shall not be less than 40 KG/sqcm, minimum density in Paisa Eleven Only

oven dry condition between 651 to 750 KG/CUM, thermal conductivity shall not

exceed 0.30 w/mk, fire resistant 4 hours, in true line level and plumb and

cleaning the surface with necessary tool tackles The drying shrinkage shall be

not more than 0.05 percent for Grade 1 blocks and 0.10 percent for Grade

blocks when tested in accordance with IS : 6641 (Part-2)-1972 etc. at any heights,

all depths, any levels (in foundation and superstructure) and all places including

curing, scaffolding, racking / flush jointing etc complete, as per drawing /

specification and approved by architect and as directed by Engineer Incharge

for all civil, plumbing, electrical & infrastructure work

160 Providing and laying autoclave aerated concrete blocks as per drawing in 865.00 Cum 5,147.02 Rupees Five Thousand

single or multiple layers with Ready mix joining mortar. Crushing strength of One Hundred Forty

aerated concrete block shall not be less than 40 KG/sqcm, minimum density in Seven and Paisa Two

oven dry condition between 651 to 750 KG/CUM, thermal conductivity shall not Only

exceed 0.30 w/mk, fire resistant 4 hours, in true line level and plumb and

cleaning the surface with necessary tool tackles The drying shrinkage shall be

not more than 0.05 percent for Grade 1 blocks and 0.10 percent for Grade

blocks when tested in accordance with IS : 6641 (Part-2)-1972 etc. at any heights,

all depths, any levels (in foundation and superstructure) and all places including

curing, scaffolding, racking / flush jointing etc complete, as per drawing /

specification and approved by architect and as directed by Engineer Incharge

for all civil, plumbing, electrical & infrastructure work

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

161 Providing and laying autoclave aerated concrete blocks as per drawing in 865.00 Cum 5,192.94 Rupees Five Thousand

single or multiple layers with Ready mix joining mortar. Crushing strength of One Hundred Ninety

aerated concrete block shall not be less than 40 KG/sqcm, minimum density in Two and Paisa Ninety

oven dry condition between 651 to 750 KG/CUM, thermal conductivity shall not Four Only

exceed 0.30 w/mk, fire resistant 4 hours, in true line level and plumb and

cleaning the surface with necessary tool tackles The drying shrinkage shall be

not more than 0.05 percent for Grade 1 blocks and 0.10 percent for Grade

blocks when tested in accordance with IS : 6641 (Part-2)-1972 etc. at any heights,

all depths, any levels (in foundation and superstructure) and all places including

curing, scaffolding, racking / flush jointing etc complete, as per drawing /

specification and approved by architect and as directed by Engineer Incharge

for all civil, plumbing, electrical & infrastructure work

162 Providing and laying autoclave aerated concrete blocks as per drawing in 130.00 Cum 5,238.85 Rupees Five Thousand

single or multiple layers with Ready mix joining mortar. Crushing strength of Two Hundred Thirty Eight

aerated concrete block shall not be less than 40 KG/sqcm, minimum density in and Paisa Eighty Five

oven dry condition between 651 to 750 KG/CUM, thermal conductivity shall not Only

exceed 0.30 w/mk, fire resistant 4 hours, in true line level and plumb and

cleaning the surface with necessary tool tackles The drying shrinkage shall be

not more than 0.05 percent for Grade 1 blocks and 0.10 percent for Grade

blocks when tested in accordance with IS : 6641 (Part-2)-1972 etc. at any heights,

all depths, any levels (in foundation and superstructure) and all places including

curing, scaffolding, racking / flush jointing etc complete, as per drawing /

specification and approved by architect and as directed by Engineer Incharge

for all civil, plumbing, electrical & infrastructure work

163 Providing and laying autoclave aerated concrete blocks as per drawing in 82.00 Cum 5,284.76 Rupees Five Thousand

single or multiple layers with Ready mix joining mortar. Crushing strength of Two Hundred Eighty

aerated concrete block shall not be less than 40 KG/sqcm, minimum density in Four and Paisa Seventy

oven dry condition between 651 to 750 KG/CUM, thermal conductivity shall not Six Only

exceed 0.30 w/mk, fire resistant 4 hours, in true line level and plumb and

cleaning the surface with necessary tool tackles The drying shrinkage shall be

not more than 0.05 percent for Grade 1 blocks and 0.10 percent for Grade

blocks when tested in accordance with IS : 6641 (Part-2)-1972 etc. at any heights,

all depths, any levels (in foundation and superstructure) and all places including

curing, scaffolding, racking / flush jointing etc complete, as per drawing /

specification and approved by architect and as directed by Engineer Incharge

for all civil, plumbing, electrical & infrastructure work

Staircabin Floor

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

164 Brick work using Common burnt clay building bricks having crushing strength not 1,198.00 Cum 4,553.62 Rupees Four Thousand

less than 35 kg./sq.cm. in cement mortar 1: 5 (1 cement : 5 fine sand) in true line Five Hundred Fifty Three

and level including curing, scaffolding, racking out the joints etc. complete as and Paisa Sixty Two

directed by engineer in charge. Only

(B) Conventional

For all Floor lead & lift.

165 Providing and fixing stainless steel ( Grade 304) for railing, Daso, bump rail, 5,435.00 Kg 616.30 Rupees Six Hundred

pendant, ladder, guard rail, grating, corner guard etc. made of Hollow tubes, Sixteen and Paisa Thirty

channels, plates etc., including welding, grinding, buffing, polishing and making Only

curvature (wherever required) and fitting the same with necessary stainless steel

nuts and bolts complete, i/c fixing the railing 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, (for payment purpose only weight of stainless steel members

shall be considered excluding fixing accessories such as nuts, bolts, fasteners

etc.) Rate includes for all lead & lift & as per directed by EIC.

166 Providing and fixing M.S. grill (using Bright Bar) of required pattern top of windows 22,425.00 Kg 76.76 Rupees Seventy Six and

etc. with M.S. flats at required spacing and frame alround square or round Paisa Seventy Six Only

headed bolts and nuts or by screws.including applying a priming coat of red

lead paint and two coats of oil painting etc complete, as per architectural

drawings and the directions of Engineer-in-charge. (A) Plain grill

167 Providing and fixing M.S. Railing with Powder coating of required pattern to 84,310.00 Kg 133.32 Rupees One Hundred

wooden / Stone frames /RCC/MASONARY etc. with M.s. flats/Hollow pipe at Thirty Three and Paisa

required spacing and frames all round, square or round bars/pipes fixed with Thirty Two Only

round headed bolts and nuts or by screws, etc. complete as per detail drawing

and as directed by Engineer in charge.

168 Providing and fixing 12 mm thick frameless toughened glass door shutter of 15.00 Sqm 8,176.96 Rupees Eight Thousand

approved brand and manufacture, including providing and fixing top & bottom One Hundred Seventy

pivot & spring type fixing arrangement and making necessary holes etc. for fixing Six and Paisa Ninety Six

required door fittings including high grade anticorrosive AISI 316 matt stainless Only

steel of kich or equivalent make Lock & Handel all complete as per direction of

Engineer-in-charge.

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

169 Designing, Providing and fixing alluminium colour anodized Double leaf Fully 20.00 Sqm 3,152.21 Rupees Three Thousand

glazed shutters door having standared extruded alluminium colour anodized One Hundred Fifty Two

door lock rail of alluminium section (Domal Section or Equivalent Make) (Min. and Paisa Twenty One

member Thikness 2.00-3.00mm) and top rail & vertical memberof alluminium Only

section (Domal Section or Equivalent Make) (Min. member Thikness 2.00-3.00mm)

and bottom rail per door of (Domal Section or Equivalent Make) (Min. member

Thikness 2.00-3.00mm) and 6mm thick glass and providing rubber gasket and

glazing clips around the glass including providing l Mortice lock, SS handels, door

closer,SS Hinges including all labour and equipments etc complete. as per

detailed drawings and instructions of an Architect/ EIC.

170 Providing and fixing 35 mm thick Decorative type Water proof flush door Double 8.00 Sqm 5,114.64 Rupees Five Thousand

leaf shutters (FSC Certified Wood) with solid core construction with frame of One Hundred Fourteen

Aluminium (Domal Section or Equivalent Make, Min. member Thikness 2.00- and Paisa Sixty Four

3.00mm) section and ply-wood face panels, 1.0 mm thick laminate on both Only

sides including Stainless steel fixtures and fastening like Mortice lock, SS handels,

door closer,SS Hinges,S.S. Stopper etc, including primer coat of approved

quality and two coats of oil painting of door bedding patti etc complete, as per

architectural drawings and the directions of Engineer-in-charge. (Must not

Contain added urea formaldehyde resigns).

171 Designing, Providing and fixing 35 mm thick Decorative type Water proof flush 8.00 Sqm 4,543.99 Rupees Four Thousand

door Double leaf shutters (FSC Certified Wood) with 2 nos of Vision panel of size Five Hundred Forty

300 x 700 mm solid core construction with frame of Aluminium (Domal Section or Three and Paisa Ninety

Equivalent Make, Min. member Thikness 2.00-3.00mm) section and ply-wood Nine Only

face panels, 1.0 mm thick laminate on both sides including Stainless steel fixtures

and fastening and SS handle,S.S. Stopper including primer coat of approved

quality and two coats of oil painting of door bedding patti etc complete, as per

architectural drawings and the directions of Engineer-in-charge.

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

172 Providing and fixing 35 mm thick Decorative type Water proof flush door Single 111.00 Sqm 4,224.83 Rupees Four Thousand

leaf shutters (FSC Certified Wood) with the one side of the Door shall be fixed 6 Two Hundred Twenty

mm thick Clear Glass with solid core construction with frame of Aluminium Four and Paisa Eighty

(Domal Section or Equivalent Make, Min. member Thikness 2.00-3.00mm) section Three Only

and ply-wood face panels, 1.0 mm thick laminate on both sides including

Stainless steel fixtures and fastening like Mortice lock, SS handels, door closer,SS

Hinges,S.S. Stopper etc, including primer coat of approved quality and two

coats of oil painting of door bedding patti etc complete, as per architectural

drawings and the directions of Engineer-in-charge. (Must not Contain added

urea formaldehyde resigns)

173 Designing, Providing and fixing 35 mm thick Decorative type Water proof flush 10.00 Sqm 3,495.61 Rupees Three Thousand

door Single leaf shutters (FSC Certified Wood) with solid core construction with Four Hundred Ninety

frame of Aluminium (Domal Section or Equivalent Make, Min. member Thikness Five and Paisa Sixty One

2.00-3.00mm) section and ply-wood face panels, 1.0 mm thick laminate on both Only

sides including Stainless steel fixtures and fastening like Mortice lock, SS handels,

door closer,SS Hinges,S.S. Stopper etc, including primer coat of approved quality

and two coats of oil painting of door bedding patti etc complete, as per

architectural drawings and the directions of Engineer-in-charge. (Must not

Contain added urea formaldehyde resigns)

174 Designing, Providing and fixing 35 mm thick Decorative type Water proof flush 3.00 Sqm 4,468.24 Rupees Four Thousand

door Single leaf shutters (FSC Certified Wood) with 1 nos of Vision panel of size Four Hundred Sixty Eight

300 x 700 mm solid core construction with frame of Aluminium (Domal Section or and Paisa Twenty Four

Equivalent Make, Min. member Thikness 2.00-3.00mm) section & 8mm thick fixed Only

glass on top portion and ply-wood face panels, 1.0 mm thick laminate on both

sides including Stainless steel fixtures and fastening like Mortice lock, SS handels,

door closer,SS Hinges,S.S. Stopper etc, including primer coat of approved quality

and two coats of oil painting of door bedding patti etc complete, as per

architectural drawings and the directions of Engineer-in-charge. (Must not

Contain added urea formaldehyde resigns)

175 Providing and fixing 35 mm thick shutters for Doors, windows and clearstory 1,325.00 Sqm 5,666.10 Rupees Five Thousand

windowsincluding Teak wood frame of size 75mmx100mm, Stainless steel fixtures Six Hundred Sixty Six and

and fastening like Mortice lock, SS handels, door closer,SS Hinges,S.S. Stopper Paisa Ten Only

etc, with necessary screws. (A) Indian teak wood. (i) Fully Panelled.

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

176 Designing, Providing and fixing factory made single extruded WPC (Wood 2,958.00 Rmt 563.20 Rupees Five Hundred

Polymer Composite) solid door/window/Ceosetory windows & other Sixty Three and Paisa

Frames/Chowkhat comprising of virgin PVC polymer of K value 58- 60 Twenty Only

(Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice

husk/wheat husk) and non toxic additives (maximum oxicity index of 12 for

gms) fabricated with miter joints after star headed SS screws having minimum

frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) &

N (Edge),minimum compressive strength of 58 N/mm2, modulus of elasticity

N/mm2 and resistance to spread of flame of Class A category with property of

being termite/borer proof, water/moisture proof and fire retardant and fixed in

position with M.S hold fast/lugs/SS dash fasteners of required dia and length

complete as per direction of Engineer-In- Charge. Note: For WPC solid

door/window frames, minus 5mm tolerance in dimensions i.e depth and width of

profile shall be acceptable. Variation in profile dimensions on plus side shall be

acceptable but no extra payment on this account shall be made. applying PVC

solvent cement and screwed with full body threaded Complete as per direction

of Engineer-in-Charge.

1) Frame size 45 x 70 mm

177 Providing and fixing factory made single extruded WPC (Wood Polymer 938.00 Sqm 3,468.23 Rupees Three Thousand

Composite) solid on both sides decorative type flush door shutter of required size Four Hundred Sixty Eight

comprising of virgin polymer of K value 58-60(Suspension Grade), calcium and Paisa Twenty Three

carbonate and natural fibers (woodpowder/ rice husk/wheat husk) and non Only

toxic additives (maximum toxicity index of 12 for 100 gms) having minimum

density of 650 kg/ cum and screw withdrawal strength of 1800 N (Face) & 900 N

(Edge), minimum compressive strength 50 N/mm2, modulus of elasticity

N/mm2 and resistance to spread of flame of Class A category

with property of being termite/borer proof, water/moisture proof and fire

retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of

approved design pasted with hot melt adhesive on both faces of shutter and

fixing with stainless steel butt hinges of required size with necessary full body

threaded star headed counter sunk S.S screws, all as per direction of Engineer-In-

(a) 30 mm thick

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

178 Designing, Providing and fixing of 60 micron powder coated Metal Fire door from ISO 381.00 Sqm 18,745.60 Rupees Eighteen

9001:2015 certified Manufacturer . The door must have been manufactured with Thousand Seven

galvanized - GI sheet of GPSP Grade as per IS 277. All Fire doors must satisfy the Hundred Forty Five and

requirement of latest NBC 2016 Part 4 for Fire & Life Safety guidelines for 120 minutes Fire Paisa Sixty Only

Rating with minimum 20 minutes Insulation properties along with its Stability & Integrity for

120 minutes. The Prototype sample of the door must carry a prior test evidence as per IS

3614 part-2 / BS 476 Part 20 &22 . The manufacturer must submit the copy of test evidence

prior to start of production .The offered test certificate should either carries it's Validity or

certificate must not be older than 5 years from CBRI / NABL Accreditated Lab.

Recommended fire door must also be certified by a third party evaluation program from

approved International agency. All doors should be finished with Powder coating in desired

regular RAL Shades. Door frame shall be Single rebate profile of section 100 x 57 mm made

out of 1.20mm thick galvanized steel sheet with a factory pre-punched groove so as to

accommodate Fire & smoke seal size 10x4mm . Frames should be butt jointed and field

assembled with bolting system for proper strength .Frames should be provided with back

plate for anchor fasteners for installation on a finished plastered wall opening. Door leaf

should be minimum 46mm thick fully flush double skin door. Door leaf must be

manufactured from 0.8mm (22 gauge) thick galvanized steel sheet. The door should be

provided with reinforcement pads to receiving appropriate Hardware. The Shutter shall be

filled with proprietary infill material . For Double leaf doors; astragal has to be provided on

meeting stile for both active and inactive leaf. Vision panels wherever required should be

of 120 minutes fire rating and should be of non-wired type.

179 Providing and fixing of 120mins Hollow metal fire rated doors Single/Double leaf shutters 213.00 Sqm 20,724.19 Rupees Twenty

tested and certified design as per IS 3614 part-2 & BS 476 part-20 & 22 at CBRI, Roorkee Thousand Seven

for its stability and integrity. Galvanized steel sheet to be used should be confirming to IS Hundred Twenty Four

277. Recommended fire door design should be similar to earlier test evidence from CBRI - and Paisa Nineteen

Roorkee with or without vision lite for maximum fire rating of 2hrs. Doors should be finished Only

in Thermosetting Powder Coating with film thickness of 60 microns approx. in desired RAL

Shades. The manufacturer company shall be a member of IGBC and ISO 9001-2015

certified. The offered test certificate should either carry it's Validity or certificate must not

be older than 5 years from CBRI / NABL Accredited Lab Door frame shall be Single rebate

profile of minimum size 143mm X 57 mm made out of 1.60mm minimum thick galvanized

steel sheet. Door Frame shall be Butt jointed and field assembled with bolt. The frames

should be finished with Thermosetting Powder Coating in desired RAL Shade. Frame

should have provisions and necessary reinforcement for receiving appropriate hardware.

Frames should be provided with back plate bracket to receive anchor fasteners

(comprises of 10mm dia with minimum embedment depth 50mm polyamide PA6 grade

sleeves) for installation on a finished plastered wall opening. Once frame installed may

be grouted with cement slurry by civil contractor if desired.

Door leaf shall be minimum 46mm thick fully flush double skin door with vision lite. Door

leaf shall be manufactured from 1.2mm minimum thick galvanised steel sheet. The

internal construction of the door should be rigid reinforcement pads for receiving

appropriate hardware. The infill material shall be mineral wool treated with Viper FRS

LH for insulation.

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

All doors shall be factory prepped for receiving appropriate hardware and provided with Zero Paisa Only

necessary reinforcement. The edges should be interlocked with a bending radius of 1.4mm. For

pair of doors astragals has to be provided on the meeting stile for both active and inactive leaf.

Vision lite wherever applicable should be provided as per manufacturers recommendation and

desired to be fixed with 'Z' clipping on system. Vision panel should be as per the directions of

Engineer-in-charge. Including necessary fixtures and fastening likes, SS Ball Bearing Hinges of size

100 x 75 x 3mm complete with SS Screws. Mortise Dead Lock Becker Fire Solution / GEZE

Make.Mortise Dead Lock Becker Fire Solution / GEZE Make.

SS D Type Pull Handle of size 300mm Long back to back set GEZE Make.

Cross Type Becker Fire Solution / GEZE make Panic bar double leaf panic exit devices. Door

closers of BLC-604 Becker Fire Solution / TS2000V GEZE Make.

Anchor fasteners of HILTI/ FISHER/ Equivalent of maximum 80mm length.

FIRE RATED GLASS FOR FIRE RATED DOORS VISION PANEL

Supply and fixing of Fire Rated Glass of Saint-Gobain/ Pyro beck make minimum 11mm thick ,

minutes fire Rated (E120 minutes ) Non Wired, clear Glass of approved make which can also

withstand thermal shock up to 800 degree centigrade shall be used as a Vision Panel and is to be

fixed in between the glass beading by using ceramic fiber in accordance with BS : 476 Part 22 for

stability and integrity of size 200 mm x 300mm (Clear vision ) and the manufacturer should have

tested the glass of similar or bigger size with any type of door framing from CBRI Roorkee . The

Location of the Glass will be as per the directions of Engineer-in-charge.

180 Providing and Fixing Sliding door of 8mm thick Glass sheet cover with Non reflective solar 2,240.00 Sqm 4,284.42 Rupees Four Thousand

contact film for fixing on glass and Aluminium Frame (Domal Section or Equivalent Two Hundred Eighty

Make, Min. member Thikness 2.00-3.00mm) with Granite frame at outer jamb.The Door Four and Paisa Forty

Shutters shall have all req. hardware's such as S.S. Handle for Door 15 Cm size of ASIS 304 Two Only

Grade,Locks Godrej Mortice lock cover etc. complete as per drawing and instructions of

181 Providing and applying transluscent film on glazed surface as per drawing etc, 50.00 Sqm 543.38 Rupees Five Hundred

complete as directed by Engineer in charge. Forty Three and Paisa

Thirty Eight Only

182 Designing,Providing & Fixing Three Track extruded aluminium slide windows 5.00 Sqm 6,142.82 Rupees Six Thousand

having colour anodised sections (of Domal Section or Equivalent Make) as per One Hundred Forty Two

design. The cost is including of locking arrangement, Roller, Bearing, 5 mm thick and Paisa Eighty Two

clear float toughned glass with fitting & fixture, black EPDM & transperent silicon Only

Sealant on outer framing, all necessary accessories including Mosquito Shutter

conststing of S.S.wire gage of avaerage width aperature 1.4 mm with wire of dia

meter 0.63mm necessary cutting and making good etc. for window.etc.

complete as per detailed drawings and instructions of an Architect/ EIC.

183 Designing,Providing & Fixing Four Track extruded aluminium slide windows 182.00 Sqm 7,226.55 Rupees Seven

having colour anodised sections (of Domal Section or Equivalent Make) as per Thousand Two Hundred

design. The cost is including of locking arrangement, Roller, Bearing, 5 mm thick Twenty Six and Paisa

clear float toughned glass with fitting & fixture, black EPDM & transperent silicon Fifty Five Only

Sealant on outer framing, all necessary accessories including Mosquito Shutter

conststing of S.S.wire gage of avaerage width aperature 1.4 mm with wire of dia

meter 0.63mm necessary cutting and making good etc. for window.etc.

complete as per detailed drawings and instructions of an Architect/ EIC.

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

184 Providing and fixing window having extruded aluminum Colour anodized section 132.00 Sqm 1,713.70 Rupees One Thousand

frame main outer size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094 Kg / Rmt, horizontal two Seven Hundred Thirteen

track member size 61.85 mm x 31.75 mm x 1.20mm @ wt.of 0.695 Kg/mt, vertical and Paisa Seventy Only

member of size 61.85 mm x 31.75mm x 1.30 mm @ wt.of 0.659 Kg/mt with sliding

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

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

Kg/mt (of Domal Section or Equivalent Make) as per design. 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 etc complete for window.

185 Providing and fixing standared extruded of alluminium section of size 63.50 x 503.00 Sqm 1,525.00 Rupees One Thousand

38.10 x 1.95 mm,@ Wt 1.094Kg / Rmt (of Domal Section or Equivalent Make) with Five Hundred Twenty

colour anodized alluminium frame with 5 mm thick transparent bronze colour Five and Zero Paisa

tinted float glass as details etc complete for Fix window. Only

186 Providing and fixing standard extruded of alluminium section of size 63 mm x 207.00 Sqm 1,175.56 Rupees One Thousand

38.10 mm x 1.2 mm (of Domal Section or Equivalent Make) with colour One Hundred Seventy

anodized alluminium frame for ventilation with 5 mm thick frosted glass as per Five and Paisa Fifty Six

details etc complete for ventilator with provision for exhaust fan as per drawing. Only

187 Providing & Fixing Aluminium Box section Anodized and Powder coating-exterior 3,304.00 Sqm 3,622.87 Rupees Three Thousand

grade both (of Domal Section or Equivalent Make) Louvers with G.I. Frame .etc. Six Hundred Twenty Two

complete, shade & sizeas per detailed drawings and instructions of an Architect/ and Paisa Eighty Seven

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

188 Providing and fixing colour Anodized aluminium work for Double leaf Partly Glazed & Partly 80.00 Sqm 3,575.40 Rupees Three Thousand

Panelled Door & Partitions with Anodised aluminium ( anodised transparent or dyed to required Five Hundred Seventy

shade according to IS: 1868, Minimum anodic coating of grade AC 15 ) heavy duty extruded

built up standard tubular sections/appropriate Z sections and other sections of approved make

Five and Paisa Forty

conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with Only

expansion hold fasts including necessary filling up of gaps at junctions, at top, bottom and sides

with required PVC/neoprene felt or sealent of wecker 789 or Dow corning 789 grade so as to

make all joints waterproof etc. Aluminium sections shall be smooth, rust free, straight, mitred and

jointed mechanically wherever required including cleat angle, aluminium snap beading for

glazing / panelling, stainless steel screws as per architectural drawings and the directions of

Engineer-in-charge and incl.

Providing and fixing partly glazing in aluminium PARTITIONS with EDPM gasket etc. complete as

per the architectural drawings and the directions of engineer-in-charge with 6.0 mm thick plain

float glass panel of approved shade, approved make and size fixed to the frames and frames

fixed to the walls. The framed ends shall have required brushings for proper sealing.

Providing and fixing Partly Prelaminated High Density Fibre Board in aluminium PARTITIONS with

EDPM gasket etc. complete as per the architectural drawings and the directions of engineer-in-

charge with 6 mm thick Prelaminated High Density Fibre Board panel of approved shade,

approved make and size fixed to the frames and frames fixed to the walls. The framed ends shall

have required brushings for proper sealing.

The PARTITION FRAMES with the double groove / single groove / plain frame extruded alluminium

colour anodized section frames of average weight of 2.0 Kg./Rmt to 2.8 kg/RmT as per detailed

drawing, with necessary glazing clips, including SS screws ( best make of approved quality )

including necessary cutting and making good etc. complete.

189 Providing and fixing colour Anodized aluminium work for Double leaf Fully Glazed & Fully Panelled 15.00 Sqm 3,461.27 Rupees Three Thousand

Door & Partition with Anodised aluminium ( anodised transparent or dyed to required shade Four Hundred Sixty One

according to IS: 1868, Minimum anodic coating of grade AC 15 ) heavy duty extruded built up

standard tubular sections/appropriate Z sections and other sections of approved make

and Paisa Twenty Seven

conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with Only

expansion hold fasts including necessary filling up of gaps at junctions, at top, bottom and sides

with required PVC/neoprene felt or sealent of wecker 789 or Dow corning 789 grade so as to

make all joints waterproof etc. Aluminium sections shall be smooth, rust free, straight, mitred and

jointed mechanically wherever required including cleat angle, aluminium snap beading for

glazing / panelling, stainless steel screws as per architectural drawings and the directions of

Engineer-in-charge and incl.

Providing and fixing glazing in aluminium DOOR with EDPM gasket etc. complete as per the

architectural drawings and the directions of engineer-in-charge with 6.0 mm thick plain float

glass panel of approved shade and approved make and fixed to the frames and frames fixed to

the walls. The framed ends shall have required brushings for proper sealing.

The Door shutters section of 85mm x 44.45mm x 2mm weighing 1.417 Kg./Rmt. Top and bottom rail

of 150mm x 44.45mm x 2.2mm weighting 2.376 Kg./Rmt. and central lock rail of 150mm x 44.45 x

2.65mm and glazing clips of 0.154 Kg/Rmt of extruded alluminium colour anodized section

frames including and anodised aluminium tubular bar 32mm outer dia 3.0mm thick & 2100 mm

long with SS screws in door including 100mm brass locks ( best make of approved quality ) for

aluminium doors, floor spring including necessary cutting and making good etc. complete.

190 Providing & laying 10mm thick cement plaster in single coat on ceilings and sofits 4,121.00 Sqm 132.36 Rupees One Hundred

of stairs for interior plastering finished even and smooth in C M 1:4 ( 1 cement 4 Thirty Two and Paisa

coarse sand) including finishing etc complete. Thirty Six Only

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

191 Providing & laying 10mm thick cement plaster in single coat on ceilings and sofits 2,689.00 Sqm 132.36 Rupees One Hundred

of stairs for interior plastering finished even and smooth in C M 1:4 ( 1 cement 4 Thirty Two and Paisa

coarse sand) including finishing etc complete. Thirty Six Only

a) Ground Floor

192 Providing & laying 10mm thick cement plaster in single coat on ceilings and sofits 2,779.00 Sqm 154.77 Rupees One Hundred

of stairs for interior plastering finished even and smooth in C M 1:4 ( 1 cement 4 Fifty Four and Paisa

coarse sand) including finishing etc complete. Seventy Seven Only

193 Providing & laying 10mm thick cement plaster in single coat on ceilings and sofits 2,201.00 Sqm 177.18 Rupees One Hundred

of stairs for interior plastering finished even and smooth in C M 1:4 ( 1 cement 4 Seventy Seven and

coarse sand) including finishing etc complete. Paisa Eighteen Only

b) Second Floor

194 Providing & laying 10mm thick cement plaster in single coat on ceilings and sofits 2,201.00 Sqm 199.60 Rupees One Hundred

of stairs for interior plastering finished even and smooth in C M 1:4 ( 1 cement 4 Ninety Nine and Paisa

coarse sand) including finishing etc complete. Sixty Only

195 Providing & laying 10mm thick cement plaster in single coat on ceilings and sofits 2,201.00 Sqm 222.01 Rupees Two Hundred

of stairs for interior plastering finished even and smooth in C M 1:4 ( 1 cement 4 Twenty Two and Paisa

coarse sand) including finishing etc complete. One Only

b) Fourth Floor

196 Providing & laying 10mm thick cement plaster in single coat on ceilings and sofits 2,201.00 Sqm 244.42 Rupees Two Hundred

of stairs for interior plastering finished even and smooth in C M 1:4 ( 1 cement 4 Forty Four and Paisa

coarse sand) including finishing etc complete. Forty Two Only

197 Providing & laying 10mm thick cement plaster in single coat on ceilings and sofits 2,201.00 Sqm 266.83 Rupees Two Hundred

of stairs for interior plastering finished even and smooth in C M 1:4 ( 1 cement 4 Sixty Six and Paisa

coarse sand) including finishing etc complete. Eighty Three Only

198 Providing & laying 10mm thick cement plaster in single coat on ceilings and sofits 2,201.00 Sqm 289.24 Rupees Two Hundred

of stairs for interior plastering finished even and smooth in C M 1:4 ( 1 cement 4 Eighty Nine and Paisa

coarse sand) including finishing etc complete. Twenty Four Only

b) Seventh Floor

199 Providing & laying 10mm thick cement plaster in single coat on ceilings and sofits 2,201.00 Sqm 311.66 Rupees Three Hundred

of stairs for interior plasteringfinished even and smooth in C M 1:4 ( 1 cement 4 Eleven and Paisa Sixty

coarse sand) including finishing etc complete. Six Only

b) Eighth Floor

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

200 Providing & laying 10mm thick cement plaster in single coat on ceilings and sofits 2,201.00 Sqm 334.07 Rupees Three Hundred

of stairs for interior plastering finished even and smooth in C M 1:4 ( 1 cement 4 Thirty Four and Paisa

coarse sand) including finishing etc complete. Seven Only

201 Providing & laying 10mm thick cement plaster in single coat on ceilings and sofits 2,201.00 Sqm 356.48 Rupees Three Hundred

of stairs for interior plastering finished even and smooth in C M 1:4 ( 1 cement 4 Fifty Six and Paisa Forty

coarse sand) including finishing etc complete. Eight Only

202 Providing & laying 10mm thick cement plaster in single coat on ceilings and sofits 2,201.00 Sqm 378.89 Rupees Three Hundred

of stairs for interior plastering finished even and smooth in C M 1:4 ( 1 cement 4 Seventy Eight and Paisa

coarse sand) including finishing etc complete. Eighty Nine Only

b) Eleventh Floor

203 Providing & laying 10mm thick cement plaster in single coat on ceilings and sofits 2,201.00 Sqm 401.30 Rupees Four Hundred

of stairs for interior plastering finished even and smooth in C M 1:4 ( 1 cement 4 One and Paisa Thirty

coarse sand) including finishing etc complete. Only

b) Twelveth Floor

204 Providing & laying 10mm thick cement plaster in single coat on ceilings and sofits 132.00 Sqm 423.72 Rupees Four Hundred

of stairs for interior plastering finished even and smooth in C M 1:4 ( 1 cement 4 Twenty Three and Paisa

coarse sand) including finishing etc complete. Seventy Two Only

b) Terrace Floor

205 Providing & laying 10mm thick cement plaster in single coat on ceilings and sofits 63.00 Sqm 446.13 Rupees Four Hundred

of stairs for interior plastering finished even and smooth in C M 1:4 ( 1 cement 4 Forty Six and Paisa

coarse sand) including finishing etc complete. Thirteen Only

b) Staircabin Floor

206 Providing & laying 15 mm mala cement plaster in single coat on brick/concrete 6,896.00 Sqm 200.08 Rupees Two Hundred

wall for interior plastering finished even and smooth in cement mortor 1:3 (1 and Paisa Eight Only

cement : 3 coarse sand) including finishing etc complete.

207 Providing & laying 15 mm mala cement plaster in single coat on brick/concrete 5,693.00 Sqm 200.08 Rupees Two Hundred

wall for interior plastering finished even and smooth in cement mortor 1:3 (1 and Paisa Eight Only

cement : 3 coarse sand) including finishing etc complete.

a) Ground floor

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

208 Providing & laying 15 mm mala cement plaster in single coat on brick/concrete 7,122.00 Sqm 224.54 Rupees Two Hundred

wall for interior plastering finished even and smooth in cement mortor 1:3 (1 Twenty Four and Paisa

cement : 3 coarse sand) including finishing etc complete. Fifty Four Only

209 Providing & laying 15 mm mala cement plaster in single coat on brick/concrete 7,122.00 Sqm 249.01 Rupees Two Hundred

wall for interior plastering finished even and smooth in cement mortor 1:3 (1 Forty Nine and Paisa

cement : 3 coarse sand) including finishing etc complete. One Only

c) Second Floor

210 Providing & laying 15 mm mala cement plaster in single coat on brick/concrete 7,122.00 Sqm 273.47 Rupees Two Hundred

wall for interior plastering finished even and smooth in cement mortor 1:3 (1 Seventy Three and

cement : 3 coarse sand) including finishing etc complete. Paisa Forty Seven Only

211 Providing & laying 15 mm mala cement plaster in single coat on brick/concrete 7,122.00 Sqm 297.93 Rupees Two Hundred

wall for interior plastering finished even and smooth in cement mortor 1:3 (1 Ninety Seven and Paisa

cement : 3 coarse sand) including finishing etc complete. Ninety Three Only

e) Fourth Floor

212 Providing & laying 15 mm mala cement plaster in single coat on brick/concrete 7,122.00 Sqm 322.39 Rupees Three Hundred

wall for interior plastering finished even and smooth in cement mortor 1:3 (1 Twenty Two and Paisa

cement : 3 coarse sand) including finishing etc complete. Thirty Nine Only

213 Providing & laying 15 mm mala cement plaster in single coat on brick/concrete 7,122.00 Sqm 346.85 Rupees Three Hundred

wall for interior plastering finished even and smooth in cement mortor 1:3 (1 Forty Six and Paisa

cement : 3 coarse sand) including finishing etc complete. Eighty Five Only

214 Providing & laying 15 mm mala cement plaster in single coat on brick/concrete 7,122.00 Sqm 371.32 Rupees Three Hundred

wall for interior plastering finished even and smooth in cement mortor 1:3 (1 Seventy One and Paisa

cement : 3 coarse sand) including finishing etc complete. Thirty Two Only

f) Seventh Floor

215 Providing & laying 15 mm mala cement plaster in single coat on brick/concrete 7,122.00 Sqm 395.78 Rupees Three Hundred

wall for interior plastering finished even and smooth in cement mortor 1:3 (1 Ninety Five and Paisa

cement : 3 coarse sand) including finishing etc complete. Seventy Eight Only

f) Eighth Floor

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

216 Providing & laying 15 mm mala cement plaster in single coat on brick/concrete 7,122.00 Sqm 420.24 Rupees Four Hundred

wall for interior plastering finished even and smooth in cement mortor 1:3 (1 Twenty and Paisa

cement : 3 coarse sand) including finishing etc complete. Twenty Four Only

217 Providing & laying 15 mm mala cement plaster in single coat on brick/concrete 7,122.00 Sqm 444.70 Rupees Four Hundred

wall for interior plastering finished even and smooth in cement mortor 1:3 (1 Forty Four and Paisa

cement : 3 coarse sand) including finishing etc complete. Seventy Only

218 Providing & laying 15 mm mala cement plaster in single coat on brick/concrete 7,122.00 Sqm 469.17 Rupees Four Hundred

wall for interior plastering finished even and smooth in cement mortor 1:3 (1 Sixty Nine and Paisa

cement : 3 coarse sand) including finishing etc complete. Seventeen Only

f) Eleventh Floor

219 Providing & laying 15 mm mala cement plaster in single coat on brick/concrete 7,122.00 Sqm 493.63 Rupees Four Hundred

wall for interior plastering finished even and smooth in cement mortor 1:3 (1 Ninety Three and Paisa

cement : 3 coarse sand) including finishing etc complete. Sixty Three Only

f) Twelveth Floor

220 Providing & laying 15 mm mala cement plaster in single coat on brick/concrete 305.00 Sqm 518.09 Rupees Five Hundred

wall for interior plastering finished even and smooth in cement mortor 1:3 (1 Eighteen and Paisa

cement : 3 coarse sand) including finishing etc complete. Nine Only

f) Terrace Floor

221 Providing & laying 20 mm thick double coat mala cement plaster on 16,579.00 Sqm 290.71 Rupees Two Hundred

interior/exterior brick/ concrete work for plastering comprising of base coat of 12 Ninety and Paisa

mm thick cement plaster in cement mortar (1 cement: 4 coarse sand) in rough Seventy One Only

finishing and 8 mm thick top coat of cement mortar 1:2 ( 1 cement : 2 coarse

sand) finished with trovel including scaffolding curing etc. complete in charge

Engineer for all height& leads .

222 'Providing & laying 20mm thick sand faced cement plaster on walls above 16,579.00 Sqm 350.57 Rupees Three Hundred

ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3- Fifty and Paisa Fifty

sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand) including Seven Only

scaffolding curing etc. complete in charge Engineer for all height& leads .

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

223 Providing and applying 2mm thick Texture paint of Earthen Textures, Travertino 16,579.00 Sqm 413.09 Rupees Four Hundred

Texture, Coral texture or equivalent make incorporating fine filaments made of Thirteen and Paisa Nine

polymer and aggregating natural stone powder with making grooves on existing Only

base coat of 20 mm thick smooth mala plaster etc. Complete Exterior weather

proof two coat paint in any shade as approved by Architect/ Engineer in charge

for all floor all height including all leads and lifts.

224 Providing and fixing 150 mm wide, approved quality chicken wire mesh at 9,836.00 Sqm 281.79 Rupees Two Hundred

junction of brick work and RCC work or two dissimilar surfaces, at all heights fixed Eighty One and Paisa

by nails, rowal plugs or tag by cement mortar 1:3 before applying the plaster, Seventy Nine Only

including curing, scaffolding all complete as directed.

225 Providing cement vata (10 cm x 10 cm size) quarter round in cement mortar 1:1 5,557.00 Rmt 24.28 Rupees Twenty Four

including neat cement finishing, watering etc. complete.For all floor and Paisa Twenty Eight

226 Providing throating or plaster drip, grove and moulding to R.C.C. Chhajja/wall 5,557.00 Rmt 44.07 Rupees Forty Four and

/Ceiling etc. complete. For all floor Paisa Seven Only

227 Providing and applying Wall & Ceiling painting (three coats) with plastic 1,25,852.00 Sqm 168.97 Rupees One Hundred

emulsion paint of approved brand and manufacture and two coats of acrylic Sixty Eight and Paisa

lapy ( putty) & two coats of primer of approved brand and manufacture on Ninety Seven Only

under coated wall & ceiling surface to give and even shade including throughly

brushing the surface free from mortor droppings and other foreign matter and

sand paperd smooth on new work to give an even shade.for all height.

228 White washing with lime on wall surface (two coats) to give an even shade 3,958.00 Sqm 13.00 Rupees Thirteen and

including thoroughly booming the surface to remove all dirt, dust; mortar drops Zero Paisa Only

and other foreign matter. for all height

229 Finishing wall with weather proof low velocity ultima exterior emulsion paint on 16,579.00 Sqm 122.14 Rupees One Hundred

wall surface (two coats) to give an required shape even shade after thoroughly Twenty Two and Paisa

brushing the surface to remove all dirt, and remains of loose powdered Fourteen Only

materials.etc complete for all height

230 Painting two coats (excluding priming coat) on new steel and other metal 4,427.00 Sqm 94.39 Rupees Ninety Four and

surfaces with enamel paint brushing, interior to give an even shade including Paisa Thirty Nine Only

cleaning the surface an even shade including cleanicn the surface of all dirt,

dust and other foreign matter.for all height

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

231 Applying Epoxy Poly-sulphate Paint three coats on new /existing building surface 3,659.00 Sqm 701.95 Rupees Seven Hundred

including cleaning surface of dirt, dust & other foreign matter, sand papering, One and Paisa Ninety

wire brushing as required with all contractor’s materials tools, machinery, Five Only

scaffolding, lead, lifts etc. complete as per specifications and as directed by

Engineer in-charge

232 Providing and laying Full body Vitrified tiles 8 mm to 10 mm thick "Johnson, 15,725.00 Sqm 1,294.52 Rupees One Thousand

Marbito, Nitco, AGL Brand" or equivalent make in flooring, treads of steps and Two Hundred Ninety

landing laid on a bed of 20 mm thick cement mortar 1 : 6 (1 cement : 6 coarse Four and Paisa Fifty Two

sand) finished with flush pointing in white /coloured cement slurry complete. Only

Shade & Size as per detailed drawing and as directed by Engineer in charge.

233 Providing and laying Full body Vitrified tiles 8 to 10 mm thick "Johnson, Marbito, 3,135.35 Sqm 1,195.02 Rupees One Thousand

Nitco, AGL Brand" or equivalent make in skrting risers of steps and dedo on One Hundred Ninety

10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) on new surface or Five and Paisa Two Only

fixing on existing flooring by adhesive material including dismentaling of existing

flooring and jointed with color cement slurrycomplete. Shade & Size as per

detailed drawing and as directed by Engineer in charge.

234 Providing and laying Glazed Vitrified Full body 8 to10 mm thick "Johnson, 11,819.00 Sqm 1,294.52 Rupees One Thousand

Marbito, Nitco, AGL Brand" or equivalent make tile flooring over 20 mm Two Hundred Ninety

(average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on new surface Four and Paisa Fifty Two

or fixing on existing flooring by adhesive material including dismentaling of Only

existing flooring and jointed with color cement slurry including finised with flush

pointing & cleaning the surface etc. as directed complete, Shade & Size as per

detailed drawing and as directed by Engineer in charge.

235 Providing and laying Glazed Vitrified Full body 8 to 10 mm thick "Johnson, 4,991.00 Sqm 1,195.02 Rupees One Thousand

Marbito, Nitco, AGL Brand" or equivalent make in skrting risers of steps and dedo One Hundred Ninety

on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) on new surface or Five and Paisa Two Only

fixing on existing flooring by adhesive material including dismentaling of existing

flooring and jointed with color cement slurry including finised with flush pointing

& cleaning the surface etc. complete, Shade & Size as per detailed drawing and

as directed by Engineer in charge.

236 Providing and laying Antiskid full body Vitrified tiles 8 mm to 10 mm thick 2,380.00 Sqm 1,472.91 Rupees One Thousand

"Johnson, Marbito, Nitco, AGL Brand" or equivalent make in flooring, treads of Four Hundred Seventy

steps and landing laid on a bed of 20 mm thick cement mortar 1 : 6 (1 cement : Two and Paisa Ninety

6 coarse sand) finished with flush pointing in white /coloured cement slurry One Only

complete. Shade & Size as per detailed drawing and as directed by Engineer in

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

237 Providing and fixing Granite and kota as Kitchen platform, pantry, Basin counter 1,280.00 Sqm 3,863.25 Rupees Three Thousand

of width 0.60 to 0.70 m with 18mm thick granite of approved color in one piece Eight Hundred Sixty

for kitchen platform ,pantry, Basin counter . The joint shall be filled with white Three and Paisa Twenty

cement with pigments to match the color of the stone. The cutouts for Kitchen Five Only

sink/W.B. if required shall be provided as per drawing. The platform shall be

supported on pair of polished kotah stone @ 0.75 to 0.90 m c/c filled with

cement slurry. It shall include facia. The facia and other edges shall be duly

chamfered / rounded as per drawing. The stone shall be of one shade only and

different shades if found will be rejected, finished sizes shall be measured & paid

for.as directed complete as per detailed drawings & directed by E.I.C.

238 Providing and laying Granite slab (18 mm thick) flooring over 20 mm (average) 1,893.00 Sqm 2,180.59 Rupees Two Thousand

base of cement mortar 1:6 (1cement : 6 coarse sand) or L.M 1:1.5 laid and One Hundred Eighty

jointed with grey cement slurry including rubbing and polishing, complete as per and Paisa Fifty Nine

drawing & directed by EIC/Architect. including making edge moulding as per Only

pattern of Architectural Drawing etc. complete.

Stone finish Flamed/Polished/Bush Hammered/Brushed/Laputoro/ Shot Blasted /

Grooved/Sandblasted.

239 Providing and laying 18mm thick Granite of specified size colour, shade and of 4,980.00 Sqm 3,317.85 Rupees Three Thousand

approved make, in skirting, risers of steps, dado, cladding , sill and jambs of Three Hundred

door, window & ventilation frame with mini. two coat of construction chemical Seventeen and Paisa

and as per manufacture specification incl. rubbing and polishing, rounding edge Eighty Five Only

and All joints filled with coloured cement putty as per architect detail and wiped

to give sharp joints with flush pointing and washed as direction by E.I.C.

Stone finish Flamed/Polished/Bush Hammered/Brushed/Laputoro/

Shot Blasted/Grooved/Sandblasted.

240 Providing and laying polished Kota stone slab flooring over 20mm (Average) 1,025.00 Sqm 1,019.39 Rupees One Thousand

thick base of cement mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 (1-Lime Nineteen and Paisa

putty :1.5 - coarse sand) laid over and jointed with grey cement slurry mixed with Thirty Nine Only

pigment to match the shade of slab including rubbing, moulding and polishing

etc. complete. (A) 25 mm thick

241 Providing and laying polished kota stone slab 25 mm thick in risers of steps, dado 50.00 Sqm 1,135.48 Rupees One Thousand

and pllars laid on 10 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) and One Hundred Thirty Five

jointed with gray cement slurry including rubbing & polishing etc. complete. and Paisa Forty Eight

242 Making 3 nos. of anti skid grooves 3mm x 3mm deep on top of staircase tread 1,484.00 Rmt 91.91 Rupees Ninety One

at front as shown in the drawing. (Measurement will be done in Rmt for a set and Paisa Ninety One

of 3 no grooves together) Only

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

243 Providing and laying chequered precast cement concrete tiles 22mm thick with 284.00 Sqm 545.76 Rupees Five Hundred

aggegate of sizes upto 6mm in floors, treads of steps and landings on 20mm Forty Five and Paisa

thick bed of C.M. 1:6 (1-cement : 6-sand) or L.M. 1:1.5(1-Lime putty : 1.5 coarse Seventy Six Only

sand) joint with neat cement slurry with pigments to match the shade of the tiles

etc,complete as per direction of Engineer-in-charge.

244 Providing and fixing Double side polished Granite Stone 18 mm thick with 12.00 Sqm 3,302.70 Rupees Three Thousand

machine cut edge to all sides as a platform, shelves, divider wall etc. including Three Hundred Two and

making groove in wall and making the same as per original including fixing the Paisa Seventy Only

same with C:M 1:3 ( 1 cement : 3 sand ) in true line and level, curing including

rubbing, rounding edg and polishing etc.complete as per detailed drawings &

directed by E.I.C.

245 Mirror polishing on marble work/Granite work/stone work/Kota stone where ever 1,075.00 Sqm 217.35 Rupees Two Hundred

required to give high gloss finish complete. Seventeen and Paisa

Thirty Five Only

246 Providing and laying concrete floor by Vacuum Dewatering System for concrete 1,211.00 Cum 5,432.79 Rupees Five Thousand

road popularly known as Tremix Flooring. The concrete having proportion of M- Four Hundred Thirty Two

25 of aggregate size 6 mm to 20 mm shall be laid over the surface which have and Paisa Seventy Nine

been perfectly prepared, lined & levelled with compactor machine. The Only

concrete shall be spread and vibrated with a pocker vibrator, then levelled with

double beam screeder for precision levelling of the concrete surface. The excess

water shall be removed by vacuume dewatering and through honey comb filter

cloth placed on the concrete surface & sealed around the edges with a

covering of top mat of required size. The excess water shall be drawn out

through a suction pipe. The surface then would be trowelled with power

troweller/ power floter with a smoothing disc for extremely hard & impermeable

surface, including necessary groovings etc at regular interval, for the purpose of

providing expansion joint as specified, and filling the joints with bitumen of

approvrd grade and adding 'polyster fibre of tri angular cross section having

tensile strength of 4000 to 6000 kg/cm2 like Recorn 3S or equi @ 909 gm per cum

and preparing brush The flooring shall be cured for min. 7 days. In this process

the specification by the Manufacturer/ Technology supplier would be followed.

247 Grouting the joints of flooring tiles having joints of 3 to 5 mm width, using epoxy 38,051.00 Sqm 151.50 Rupees One Hundred

grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener Fifty One and Paisa Fifty

and 0.20 kg of resin per kg), including filling /grouting and finishing complete as Only

per detailed drawings & directed by E.I.C.For All Size Tiles

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

248 Providing and laying water proofing treatment on terrace with china mosaic floor 740.00 Sqm 1,209.98 Rupees One Thousand

ingincluding applying neat cement slurry 2.75kg/cm2 on cement admixed with Two Hundred Nine and

water proofing component after cleaning the surface /laying cement concrete Paisa Ninety Eight Only

with brick bat 75 mm to 100 mm thick with 50% of C.M. 1:5 to required slope

including ramming at junction of wall and slab after two days of proper curing

applying broken china mosaic flooring for plain and curve surface 12mm to

20mm white colour broken piece of glazed tiles to be laid over 12mm thick

cement mortar bedding of CM (1:3) to plain and slop and to be tampered to

bring mortar cream up to surface with using white cement and incl. Rounding of

junctions and extending them up to 30 cm along the wall and curing with bends

any patterns or design as per drawing and direction incl.

249 Providing composite water proofing treatment to floor and walls of water tank, 4,977.00 Sqm 373.70 Rupees Three Hundred

w.c. & bath area, through approved agencies preparing floor and wall for Seventy Three and

water proofing work/ by chasing/cutting as per the companies requirement. First Paisa Seventy Only

by providing and applying cementitious crystalline based waterproofing for

concrete rafts, walls, water tanks, slabs, concrete floors etc. with Epoxy coating.

The application to be done from positive side on a wet open pore concrete

surface with brush @ to 1 kg/ sqm as per mfg.'s specification. After testing with

ponding after 7 days, a layer of plaster with waterproofing compound/

admixture about 25 mm thick in the floor / depression and about 18 mm on the

sidewalls / depression upto the floor level shall be provided over the surface

treated with crystalline powder. The waterproof plaster about 18 mm thick to be

continued on the walls above the floor level for a height of 600 mm with surface

suitable to receive further finishing treatment all complete as per companies

specifications and instructions and as directed for all heights and floors. The

round vata shall be included in this in sq.mt. and shall be taken upto top of

250 Providing & applying Cement plaster 20 mm thick in cement morter 1:2 using 54.00 Sqmt 204.02 Rupees Two Hundred

water proofing compound of approved quality incl. finishing etc. completed. Four and Paisa Two

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

251 Indepth Crystalline Treatment- Surface Preparation: 1,178.00 Sqm 707.00 Rupees Seven Hundred

Minor cleaning work, scarifying the surface to remove laitance, cleaning with Seven and Zero Paisa

compressed air, chasing open construcituon joints & cracks etc. to form a U Only

shaped groove of 20mm x 20mm and filling with polymer modified mortar using

polymer in the ratio of 1pbw polymer:10 pbw cement: 30 pbw quartz sand.

Making of angle fillets all around the periphery of the wall with polymer modified

mortar in the ratio of in the ratio of 1pbw polymer:10 pbw cement: 30 pbw

quartz sand. Providing and applying, in depth penetrating type crystalline

waterproofing system, applied as a slurry application by brush in two coats with

a total consumption of approx.1.50 Kg per Sqm, to be applied over the RCC slab

& on vertical surfaces, curing for minimum 3 days etc.complete in all aspects as

per manufacturers instructions and as directed by Engineer/Architect. The area

of the floor and sides of tank treated shall be considered for payment purpose.

252 Providing and laying integral cement based treatment for water proofing on 4,294.00 Sqm 1,209.30 Rupees One Thousand

horizontal surface at all depth below ground level for under ground structures as Two Hundred Nine and

directed by Engineer-in-Charge and consisting of : Paisa Thirty Only

(i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab

over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed

with water proofing compound conforming to IS:2645 in the recommended

proportion over the leveling course (leveling course to be paid separately).

Joints sealed and grouted with cement slurry mixed with water proofing

(ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed

with water proofing compound in recommended proportions.

(iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size

spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer.

Using rough kota stone.

253 Pressure Release Pipe Treatment 287.00 Nos. 1,010.00 Rupees One Thousand

Providing and Fixing 50 mm dia G.I. “B” class pressure release pipes embedded Ten and Zero Paisa

with PCC layer and extended above the raft slab upto 150 mm above F.F.L. Only

including sealing of the base Junction between the pipe and the waterproofing

membrane with liquid Applied PU flashing of Dr. Fixit Flexi PU 270 or equivalent

make with reinforcing polyester mesh embedded between the two coats of

Dr.Fixit Flexi PU 270 including grouting the pipes with cement slurry grout admixed

with Pidicrete AM @ 225 GM per bag of cement as indicated in the drawing /

recommendation.

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

254 Providing and filling with scrap of AAC block (good quality) as a cinder as 1,728.00 Sqm 1,477.63 Rupees One Thousand

directed by engineer in charge in sunks in layers of 15 cm thk including watering Four Hundred Seventy

placing ramming well etc. as directed. Seven and Paisa Sixty

255 Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced Gypsum) 669.77 Sqm 1,521.87 Rupees One Thousand

false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having Five Hundred Twenty

moisture content less than 2%, humidity resistance of 99%, NRC0.50 to 0.75 as per IS One and Paisa Eighty

8225:1987, Non combustible as per BS 476 (part 4)- 1970 and light reflectance of 85% Seven Only

(minimum) to be laid in true horizontal level suspended on interlocking metal T-Grid of

hot dipped galvanised iron section of 0.33mm thick (galvanized @ 120 grams per sqm

including both sides) comprising of main-T runners of size 15x32 mm of length 3000 mm,

cross - T of size 15x32 mm of length 1200 mm and secondary intermediate cross-T of size

15x32 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from

ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm

long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto

1000 mm length and L-shape level adjuster of size 85x25x2 mm. Galvanised iron

perimeter wall angle of size 24x24x0.40 mm of length 3000 mm to be fixed on periphery

wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40 mm

long dry wall wood screws. The work shall be carried out as per specifications, drawing

and as per directions of the Engineer-in-Charge.

With fully perforated/ without perforation plain12 mm thick micro tegular edged or 10 mm

thick square edged GRG false ceiling tiles.

256 Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized 8.00 Sqm 2,801.03 Rupees Two Thousand

system of structural glazing (with open joints) for linear as well as curvilinear portions of the Eight Hundred One and

building for all heights and all levels, including: (a) Structural analysis & design and preparation

of shop drawings for the specified design loads conforming to IS 875 part III (the system must

Paisa Three Only

passed the proof test at 1.5 times design wind pressure without any failure), including functional

design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats,

sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and

weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM

gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard

(b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5

brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement

for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/

masonry/structural steel framework of building structure using stainless steel anchor fasteners/

bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel

grade 316, of the required capacity and in required numbers.

(c) Providing and filling, two part pump filled, structural silicone sealant and one part weather

silicone sealant compatible with the structural silicone sealant of required bite size in a clean and

controlled factory / work shop environment, including double sided spacer tape, setting blocks

and backer rod, all of approved grade, brand and manufacture, as per the approved sealant

design, within and all around the perimeter for holding glass.

(d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes,

shapes and profiles, as required as per the site conditions, to seal the gap between the building

structure and all its interfaces with curtain glazing to make it watertight.

(e) Making provision for drainage of moisture/ water that enters the curtain glazing system to

make it watertight, by incorporating principles of pressure equalization, providing suitable gutter

profiles at bottom (if required), making necessary holes of required sizes and of required numbers

etc. complete. This item includes cost of all inputs of designing, labour for fabricating and

installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental

charges including wastages etc., enabling temporary structures and services, cranes or cradles

etc. as described above and as specified. The item includes the cost of getting all the structural

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

etc. as described above and as specified. The item includes the cost of getting all the structural

and functional design including shop drawings checked by a structural designer, dully approved Zero Paisa Only

by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples

of the individual components for testing in an approved laboratory, field tests on the assembled

working structural glazing as specified, cleaning and protection till the handing over of the

building for occupation. In the end, the Contractor shall provide a water tight structural glazing

having all the performance characteristics etc. all complete as required, as per the Architectural

drawings, as per item description, as specified, as per the approved shop drawings and as

directed by the Engineer- in-Charge.

Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium

section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel

wire mesh shall be paid for separately under relevant items under this sub- head. However, for

the purpose of payment, only the actual area of structural glazing (including width of grooves)

on the external face shall be measured in sqm. up to two decimal places.

Note:-2. The following performance test are to be conducted on structural glazing system if area

of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by

NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of

Science & Technologies, India. Cost of testing is payable separately.

The NIT approving authority will decide the necessity of testing on the basis of cost of the work,

cost of the test and importance of the work. Performance Testing of Structural glazing system

Tests to be conducted in the NABL accredited lab or any other accreditation body which

operates in accordance with ISO/IEC 17011 and accredits labs as per ISO/IEC

1. Performance Laboratory Test for Air Leakage Test (-50pa to - 300pa) & (+50pa to +300pa) as per

257 Dry Wall Partition 150.00 Sqm 2,100.80 Rupees Two Thousand

The scope includes supply and erection /installation of the item on site. for One Hundred and

details and assembly work refer drawings, Gypsum board with Galvanized Iron Paisa Eighty Only

frame laminate to be approved by client / consultants. The rate includes cost of

all labour, material and with necessary tools, tackles, adhesive, screws etc. The

rate also includes for all necessary items required to complete the job as per

design /drawing and client / consultant's instructions.

258 Carring out plinth treatment to post construction / existing structure by spraying 3,700.00 Sqm 60.88 Rupees Sixty and Paisa

chemical solution for termite control treatment including labour and material Eighty Eight Only

consistment with I.S.I specification. Using Chlordene and Chiorpurfiles 20 EC. As

Per 6131_paret-II Consentration Weight one percent is recommended i.e one

litre 20 EC chemical emulsion with 19 liter give 1 % concrentration inclusive of

one litre chemical emulsion appication at the rate of 5 Litre chemical / Sqm of

surface is recommended as per I.S

259 Providing and laying and fixing 50 mm thick expansion joint by hydro cell semi 269.00 Sqm 1,491.03 Rupees One Thousand

rigid UV resistance with high performance laminated closed cell polythene foam Four Hundred Ninety

joint filler in sheet foam as directed, etc. complete. One and Paisa Three

260 Applying and providing Expansion joint sealing System on 200 mm vide joint 88.00 Sqm 4,772.00 Rupees Four Thousand

including cleaning of exansion joint by mechanical means provision of adhesive Seven Hundred Seventy

and flexible membrane with required bond length as per menufracturer Two and Zero Paisa

specification and 4mm thick alluminium strip covering with one side sloted and Only

bolted with suitable system, inclusive of all manpower, machinery and material

as per specification and as directed.

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

261 Providing and fixing in position collapsible steel shutters with vertival channels 20 34.00 Quintal 6,262.22 Rupees Six Thousand

mm x 10 mm x 2 mm braced with flat iron diagonals 20 mm x 5 mm size with top Two Hundred Sixty Two

& bottom rails of T iron 40 mm x 40 mm x 6 mm with 38 mm diameter steel pulleys and Paisa Twenty Two

complete with bolts, nuts, locking arrangements, stopper handles including Only

applying a priming coat of red lead paint.

262 Providing & Fixing anchor fasteners including drilling in RCC / Masonary 25.00 No, 262.60 Rupees Two Hundred

Members, fastening with structural steel members etc complete. Sixty Two and Paisa Sixty

b)10mm dia. Only

263 Providing & Fixing anchor fasteners . including drilling in RCC / Masonary 26.00 No, 371.68 Rupees Three Hundred

Members, fastening with structural steel members etc complete. Seventy One and Paisa

c)12mm dia. Sixty Eight Only

264 Providing & fixing of reinforcement bars ( reiforcement bars shall be paid extra 30.00 No, 244.42 Rupees Two Hundred

under relevant item of work ) after drilling the hole of required diameter & depth Forty Four and Paisa

,cleanning of the same ,providing /filling the hole with Injection Mortar inserting Forty Two Only

reinforcement bar etc. complete as per Manufacturers & architects

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

approved by the manufacturer and under technical supervision of Manufacturer

of Injection grout including all materials,tool tackles ,labour etc.complete.

(a) 8 mm. dia.bar -Holes 12mm dia Depth 100mm

265 Providing & fixing of reinforcement bars ( reiforcement bars shall be paid extra 52.00 No, 417.13 Rupees Four Hundred

under relevant item of work ) after drilling the hole of required diameter & depth Seventeen and Paisa

,cleanning of the same ,providing /filling the hole with Injection Mortar (HY 150 Thirteen Only

or approved equivalant),inserting reinforcement bar etc. complete as per

Manufacturers & architects instruction.The work shall be carried out by the

technical workmens/agency approved by the manufacturer and under

technical supervision of Manufacturer of Injection grout including all

materials,tool tackles, labour etc.complete.

(B) 10 mm. dia.bar -Holes 14mm dia Depth 200mm

266 Providing & fixing of reinforcement bars ( reiforcement bars shall be paid extra 25.00 No, 656.50 Rupees Six Hundred

under relevant item of work ) after drilling the hole of required diameter & depth Fifty Six and Paisa Fifty

,cleanning of the same ,providing /filling the hole with Injection Mortar (HY 150 Only

or approved equivalant),inserting reinforcement bar etc. complete as per

Manufacturers & architects instruction.The work shall be carried out by the

technical workmens/agency approved by the manufacturer and under

technical supervision of Manufacturer of Injection grout including all

materials,tool tackles, labour etc.complete.

(C) 12 mm. dia.bar -Holes 16mm dia Depth 240mm

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

267 Providing & fixing of reinforcement bars ( reiforcement bars shall be paid extra 35.00 No, 1,372.59 Rupees One Thousand

under relevant item of work ) after drilling the hole of required diameter & depth Three Hundred Seventy

,cleanning of the same ,providing /filling the hole with Injection Mortar (HY 150 or Two and Paisa Fifty Nine

approved equivalant),inserting reinforcement bar etc. complete as per Only

Manufacturers & architects instruction.The work shall be carried out by the

technical workmens/agency approved by the manufacturer and under

technical supervision of Manufacturer of Injection grout including all

materials,tool tackles, labour etc.complete.

(D) 16 mm. dia.bar -Holes 20mm dia Depth 320mm

268 Providing & fixing of reinforcement bars ( reiforcement bars shall be paid extra 35.00 No, 2,478.54 Rupees Two Thousand

under relevant item of work ) after drilling the hole of required diameter & depth Four Hundred Seventy

,cleanning of the same ,providing /filling the hole with Injection Mortar (HY 150 or Eight and Paisa Fifty

approved equivalant),inserting reinforcement bar etc. complete as per Four Only

Manufacturers & architects instruction.The work shall be carried out by the

technical workmens/agency approved by the manufacturer and under

technical supervision of Manufacturer of Injection grout including all

materials,tool tackles, labour etc.complete.

(E) 20 mm. dia.bar -Holes 24mm dia Depth 400mm

269 Providing and wet drilling accurate and clean holes of 37-300 mm range without 5.00 No, 868.60 Rupees Eight Hundred

vibration through Hilti P-U ABRASIVE CORE BIT and Rig-based drilling system using Sixty Eight and Paisa

diamond drilling machine DD200 having 1:1 & 1:3 gearing ratio for core cutting Sixty Only

using HILTI machine in RCC beams/ Walls/ Columns etc. for laying pipes., control

panel indicator to display proper pressure application, capable of drilling at

angle from 0degree- 45degree and do overhead application. The rate shall also

include for providing scaffolding, labour and approved tools & machineries.

270 Providing and wet drilling accurate and clean holes of 37-300 mm range without 15.00 No, 977.68 Rupees Nine Hundred

vibration through Hilti P-U ABRASIVE CORE BIT and Rig-based drilling system using Seventy Seven and

diamond drilling machine DD200 having 1:1 & 1:3 gearing ratio for core cutting Paisa Sixty Eight Only

using HILTI machine in RCC beams/ Walls/ Columns etc. for laying pipes., control

panel indicator to display proper pressure application, capable of drilling at

angle from 0degree- 45degree and do overhead application. The rate shall also

include for providing scaffolding, labour and approved tools & machineries.

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

271 Providing and wet drilling accurate and clean holes of 37-300 mm range without 5.00 No, 1,042.32 Rupees One Thousand

vibration through Hilti P-U ABRASIVE CORE BIT and Rig-based drilling system using Forty Two and Paisa

diamond drilling machine DD200 having 1:1 & 1:3 gearing ratio for core cutting Thirty Two Only

using HILTI machine in RCC beams/ Walls/ Columns etc. for laying pipes., control

panel indicator to display proper pressure application, capable of drilling at

angle from 0degree- 45degree and do overhead application. The rate shall also

include for providing scaffolding, labour and approved tools & machineries.

272 Providing and wet drilling accurate and clean holes of 37-300 mm range without 5.00 No, 1,194.83 Rupees One Thousand

vibration through Hilti P-U ABRASIVE CORE BIT and Rig-based drilling system using One Hundred Ninety

diamond drilling machine DD200 having 1:1 & 1:3 gearing ratio for core cutting Four and Paisa Eighty

using HILTI machine in RCC beams/ Walls/ Columns etc. for laying pipes., control Three Only

panel indicator to display proper pressure application, capable of drilling at

angle from 0degree- 45degree and do overhead application. The rate shall also

include for providing scaffolding, labour and approved tools & machineries.

273 Providing and wet drilling accurate and clean holes of 37-300 mm range without 5.00 No, 1,302.90 Rupees One Thousand

vibration through Hilti P-U ABRASIVE CORE BIT and Rig-based drilling system using Three Hundred Two and

diamond drilling machine DD200 having 1:1 & 1:3 gearing ratio for core cutting Paisa Ninety Only

using HILTI machine in RCC beams/ Walls/ Columns etc. for laying pipes., control

panel indicator to display proper pressure application, capable of drilling at

angle from 0degree- 45degree and do overhead application. The rate shall also

include for providing scaffolding, labour and approved tools & machineries.

274 Providing and wet drilling accurate and clean holes of 37-300 mm range without 5.00 No, 1,737.20 Rupees One Thousand

vibration through Hilti P-U ABRASIVE CORE BIT and Rig-based drilling system using Seven Hundred Thirty

diamond drilling machine DD200 having 1:1 & 1:3 gearing ratio for core cutting Seven and Paisa Twenty

using HILTI machine in RCC beams/ Walls/ Columns etc. for laying pipes., control Only

panel indicator to display proper pressure application, capable of drilling at

angle from 0degree- 45degree and do overhead application. The rate shall also

include for providing scaffolding, labour and approved tools & machineries.

275 Providing and wet drilling accurate and clean holes of 37-300 mm range without 5.00 No, 2,497.73 Rupees Two Thousand

vibration through Hilti P-U ABRASIVE CORE BIT and Rig-based drilling system using Four Hundred Ninety

diamond drilling machine DD200 having 1:1 & 1:3 gearing ratio for core cutting Seven and Paisa

using HILTI machine in RCC beams/ Walls/ Columns etc. for laying pipes., control Seventy Three Only

panel indicator to display proper pressure application, capable of drilling at

angle from 0degree- 45degree and do overhead application. The rate shall also

include for providing scaffolding, labour and approved tools & machineries.

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

276 Providing and wet drilling accurate and clean holes of 37-300 mm range without 5.00 No, 3,258.26 Rupees Three Thousand

vibration through Hilti P-U ABRASIVE CORE BIT and Rig-based drilling system using Two Hundred Fifty Eight

diamond drilling machine DD200 having 1:1 & 1:3 gearing ratio for core cutting and Paisa Twenty Six

using HILTI machine in RCC beams/ Walls/ Columns etc. for laying pipes., control Only

panel indicator to display proper pressure application, capable of drilling at

angle from 0degree- 45degree and do overhead application. The rate shall also

include for providing scaffolding, labour and approved tools & machineries.

277 Providing and Fixing 6 mm thick Lexan Polycarbonate multi wall roofing sheet 94.00 sqm 1,441.90 Rupees One Thousand

fixed with hilti screw and rubber silicon sealer and alluminium strip of size 50 x 3 Four Hundred Forty One

mm etc complete as directed by Engineer in charge. and Paisa Ninety Only

278 Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm thick as 428.00 Rmt 685.99 Rupees Six Hundred

per design for Wall Guard, expansion joints etc complete as directed by Eighty Five and Paisa

Engineer in charge. Ninety Nine Only

279 Steel work welded, in built up sections, framed work including cutting, hoisting, 5,300.00 Kg 91.08 Rupees Ninety One

fixing in position and applying a priming coat of red lead paint & Painting two and Paisa Eight Only

coats oil paint. (A) In beams and joists, channels, angles, tees, flats with

connecting plates or angle cleats as in main & cross beamnship & jack rafters,

purlins connected to common rafters and like.

280 Building Signage : 50.00 sqm 11,954.36 Rupees Eleven

Supply, Installation, Testing and commissioning of ACP Background board of Thousand Nine Hundred

required thickness, smooth matt finish, illuminated with yellow and blue led and Fifty Four and Paisa

face glow letters above it. The frame shall be offset from the glazing and shall be Thirty Six Only

supported by the floor beams on Terrace and Terrace Floor. The peripheral gap

space between front side and the backing shall also be covered with acrylic

sheets, having a width of 500 to 700 mm. Rate to include cost of steel framework,

Aluminium framework and inclusive of two coats of primer and anti-corrosive

paint. Contractor shall prepare the detailed shop drawings for the item and

same shall be approved before execution. Complete for all height, levels, floors

in all shapes as per the Architectural drawings and directions of engineer-in-

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

281 Interior Signage- Laser Cut Sign Board : 32.00 sqm 14,127.88 Rupees Fourteen

Providing & fixing approved stainless steel laser cut display signage panel/ board Thousand One Hundred

on building at all levels and heights in form of letters/ numbers/ symbol/ logo, for Twenty Seven and Paisa

Address/Information/designation of person/officer as per details. The Signage Eighty Eight Only

letters language shall be in Gujarati/Hindi/English and of any sizes, color and

width / height/ length. The plate shall be atleast 50mm extra on all sides of the

letters for large size signages and Min. 25mm for all Small size signages to be

placed within the building, including cutting, finishing, fixtures and fittings.

282 Providing and fixing of Safety Net of 3 Layer Yellow, 12 mm Border (4 mm Mesh 47.00 sqm 202.00 Rupees Two Hundred

Size 120/120 knotted 100% GSM Monofilant Shade Net) eith installation for Two and Zero Paisa

preventing collapse of soil for construction of basement 7 mtr depth and Only

preventing any ancident as per instruction of EIC. along with black LDPE Sheet

for protection during rain.

283 Providing and fixing Ductile iron Man Hole Covers/ Strom Water Grating and 7,350.00 Kg 151.50 Rupees One Hundred

Grating with frame of Various sizes,weight and types and load bearing capacity Fifty One and Paisa Fifty

as per EN-124, equivalent NECO with prior approval of concerned Superitending Only

284 Speed Breaker : 72.00 Rmt 3,762.25 Rupees Three Thousand

Providing and fixing Speed breakers / bumpers having capacity 50 tons for the Seven Hundred Sixty

driveways and ramps. Black and Yellow color high intensity PVC speed bumps Two and Paisa Twenty

marked with reflective tapes, having section of size L750 MM x 250MM x75 MM Five Only

shall be fixed as per length 4 nos (2 black, 2 yellow) and design with anti skid

pattern for grip filling cement inside. The speed breakers shall be installed at

adequate spacing, with the help of mounting hardware, pre-drilled holes, butyl

tapes, spike bolts, etc., inclusive of all labours and materials.The Work shall be

carried out as per manufacturer's instructions , detailed drawings and

Architect/EIC instructions.

285 Car Stopper : 81.00 No. 681.75 Rupees Six Hundred

Supplying and fixing PVC Car Stopper of black with yellow reflective sheeting at Eighty One and Paisa

parking areas having size of (L)500mm x (H)160mm x (W)150mm, fixed with Seventy Five Only

stainless steel flathead fastener flush and plastic cement adhesive according to

manufacturer instructions, detailed drawingand Architect/EIC instructions.

286 CONVEX MIRROR : 4.00 No. 4,231.90 Rupees Four Thousand

Supplying, Installating, Testing & Commissioning of Convex Mirror having size 32" Two Hundred Thirty One

(800 mm) fixed on pole or wall. ABS Plastic and Mirror with back frame made of and Paisa Ninety Only

Unbreakable Polycarbonate etc, as per manufacturer's instructions , detailed

drawings and Architect/EIC instructions.

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

287 Supplying, Installating, Testing & Commissioning of Queue manager with Height 8.00 No. 1,414.00 Rupees One Thousand

of the Post 950 mm (Approx.). Material & Finish Mild Steel - Epoxy Powder Four Hundred Fourteen

Coated. Base Mild Steel having 300 mm diametre. Weight of the Post 9-10 Kgs and Zero Paisa Only

Approx. Belt width 48 mm and Length 8.5 feet or 2.0 Meters (Approx.) Belts

Polyester with Custom Color, Screen & Digital Print options will be indicated on

final stage. Connectivity 3 Receiving & 1 Extension end for 4 way connectivity.

288 Providing and fixing Parking Signage of Reflective Media and ACP sheet 9.00 Sqm 227.25 Rupees Two Hundred

panelling with specified size as per manufacturer's instructions , detailed Twenty Seven and Paisa

drawings and Architect/ EIC instructions. Twenty Five Only

289 CORNER GUARD : 993.12 Rmt 2,525.00 Rupees Two Thousand

The system fixed to brick/RCC wall at the corner from finished floor level. Five Hundred Twenty

Adjustable end cap. High impact vinyl acrylic snap-on matt finished. The corner Five and Zero Paisa

guard must be 50 mm x 50 mm , as specified by the client in size with aluminum Only

retainer and rigid vinyl, must have 1.5 mm thick aluminum retainer, must have

mm thick scratch and stain resistance rigid vinyl cover, should be coated with

antifungal and antibacterial chemical. the system shall be designed to

withstand impact. making it ideal for areas like high traffic corridors and corners.

the vinyl cover should be fire retardant according to the norms and should have

test certificates of that. it must be according to ROHS compliances. The material

should come the ROHS certification from govt approved lab. texture to provide

an anti-slip surface , it should have adjustable end cap .aluminum retainer

should be in mill finish and fabricated from 6063-T5 alloy etc complete, As per

drawings and design supplied by architect and instruction given by authority

290 WALL GUARD : 200.00 Rmt 4,848.00 Rupees Four Thousand

The system fixed to brick /RCC wall at 300mm high from finished floor level Eight Hundred Forty

comprising continuous aluminum rail retainer, 2 impact absorbing strip, end cap Eight and Zero Paisa

and high impact vinyl acrylic snap-on textured surface cover. The wall guard Only

must be 152mm wide, as specified by the client , must have 1.5 mm thick

aluminum retainer, must have 2 mm thick scratch and stain resistance rigid vinyl

cover, should be coated with antifungal and antibacterial chemical. the system

shall be designed to withstand impact and provides a cushioned surface with its

integrated rubberized absorber, making it ideal for areas like high traffic

corridors, loading bays and light cargo lifts. the vinyl cover should be fire

retardant according to the norms and should have test certificates of that. it

must be according to ROHS compliances. The material should come the ROHS

certification from govt approved lab. texture to provide an anti-slip surface , it

should have adjustable end cap , corner joint and adaptor plate .aluminum

retainer should be in mill finish and fabricated from 6063-T5 alloy .

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

291 Road marking with hot applied thermoplastic paints with reflectorising glass 368.00 Sqm 367.72 Rupees Three Hundred

beads on bitumin surface providing and laying a hot applied thermoplastic Sixty Seven and Paisa

compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm Seventy Two Only

area, thickness of 2.5mm is excluding of surface applied glass beds as per IRC:35-

2015. The finished surface to be level, uniform and free from streaks and holes.

zebra patta /bump patta lane/center line/ edge line/cut patta. The white color

marking should provide liminance coefficinet on cemend road shalll be min

130mcd/m2/lux and Asphalt road shall be min 100 mcd /m2/ lux during the

service life during the day time. The marking should meet the performance

criteria for night time reflectivity, wet reflectivity and skid resistance as

mentioned in the section-15 of IRC 35-2015. Warranty for the Retro reflectivity

should be two years.

292 Supplying and fixing cat eye (Stimsonite) made out from Acrilo beautile sterine 150.00 Rmt. 375.72 Rupees Three Hundred

injuction high compressed molding with reflector made of MMC (prismatic type Seventy Five and Paisa

of size 12cm x 6cm x 2.5cm) provided with bituminous adhesive 100g. with each Seventy Two Only

unit for fixing. (High Intensity grade).

293 Plumbing Work 5,980.00 Rmt. 72.65 Rupees Seventy Two

Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe ( SCH- and Paisa Sixty Five

40) for cold water including fittings as approved by Engineer In Charge. Pipe Only

shall be fixed on the wall with the help of clamp at every two metre C/C or shall

be concealed as directed including necessary fittings etc. including testing of

pipe and joints and fixing the same with adhesive solvent, including cost of all

294 25mm dia. U.P.V.C. 3,588.00 Rmt. 91.84 Rupees Ninety One

and Paisa Eighty Four

295 32mm dia. U.P.V.C. 2,760.00 Rmt. 119.15 Rupees One Hundred

Nineteen and Paisa

296 40mm dia. U.P.V.C. 2,392.00 Rmt. 148.12 Rupees One Hundred

Forty Eight and Paisa

297 50mm dia. U.P.V.C. 4,338.00 Rmt. 195.67 Rupees One Hundred

Ninety Five and Paisa

Sixty Seven Only

298 63mm dia. U.P.V.C. 2,332.00 Rmt. 311.71 Rupees Three Hundred

Eleven and Paisa

Seventy One Only

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

299 75mm dia. U.P.V.C. 1,946.00 Rmt. 414.57 Rupees Four Hundred

Fourteen and Paisa Fifty

300 Providing, Installing, tesitng and commissioning CPVC (Chlorinated Poly Vinyl 1,341.00 Rmt. 170.36 Rupees One Hundred

Chloride) water supply pipes (ASTM F 441) with pipe fittings (ASTM D 1784)as per Seventy and Paisa

SDR 11 at working pressure of 400 PSI at 23. Deg.C & 100 PSI at 82 Deg.C. using Thirty Six Only

solvent welded CPVC fitings I.e Tees, Elbows, Couplers, Unions, Reducers,

brushings etc. including transition fittings connection between CPVC & metal

pipe/G.I i.e Brass Adaptors (Both male & Female threaded) (All termination points

for installation shall have brass termination fittings) conforming to ASTM D-2846

with only CPVC solvent cement conforming to ASTM F-493 along with C clamps

with anchor fasteners/structural steel supports as required/directed at site

including cutting chase and making good the same with cement

concrete/cement mortar as per drawings, specification and as directed by the

Project Manager.

301 25 mm dia 1,001.00 Rmt. 253.82 Rupees Two Hundred

Fifty Three and Paisa

Eighty Two Only

302 32mm dia 572.00 Rmt. 338.24 Rupees Three Hundred

Thirty Eight and Paisa

Twenty Four Only

303 40mm dia 358.00 Rmt. 447.72 Rupees Four Hundred

Forty Seven and Paisa

Seventy Two Only

304 50mm dia 286.00 Rmt. 660.58 Rupees Six Hundred

Sixty and Paisa Fifty

305 Supply,Installing, tesitng and commissioning cpvc ball valve working pressure of 30.00 Nos 370.27 Rupees Three Hundred

10 kg/cm2 etc. including providing of connectors, flanges, nuts, bolts, gaskets, Seventy and Paisa

etc as per drawings, specification and as directed by the Project Manager. Twenty Seven Only

306 Providing and fixing C.I. double acting air valve of approved quality with bolts, 15.00 Nos 4,586.97 Rupees Four Thousand

nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be Five Hundred Eighty Six

paid separately) : and Paisa Ninety Seven

50 mm Dia Air Valve Only

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

307 Providing and fixing C.I. double acting air valve of approved quality with bolts, 30.00 Nos 6,186.25 Rupees Six Thousand

nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be One Hundred Eighty Six

paid separately) : and Paisa Twenty Five

63 mm Dia Air Valve Only

308 Providing and fixing C.I. double acting air valve of approved quality with bolts, 30.00 Nos 6,860.93 Rupees Six Thousand

nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be Eight Hundred Sixty and

paid separately) : Paisa Ninety Three Only

75 mm Dia Air Valve

309 Supply,Installing, tesitng and commissioning concealed forged brass lever 50.00 Nos 1,162.01 Rupees One Thousand

operated ball valve of full flow with forged brass ball (Machined to mirror smooth One Hundred Sixty Two

finish with hard chrome plated) and spindle with setting and gland of superior and Paisa One Only

quality having minimum working pressure of 16 kg/cm2 etc. including providing

of connectors, flanges, nuts, bolts, gaskets, etc as per drawings, specification

and as directed by the Project Manager.

310 Providing and supplying C. I. Air valves of approved make & quality of following 3.00 Nos 2,033.13 Rupees Two Thousand

class and diameter including cl laxes, insurance, transportation, freight charges, Thirty Three and Paisa

octrol, inspection charges, loading, unloading, conveyance to departmental Thirteen Only

stores, stacking etc. complete.

311 Providing and supplying ISI mark CI D/F Reflux Valves as per IS:5312 (Latest 4.00 Nos 3,869.31 Rupees Three Thousand

Edition) of following class and diameter including all taxes, insurance, Eight Hundred Sixty Nine

transportation, freight charges, octroi, inspection charges, loading, unloading, and Paisa Thirty One

conveyance to departmental stores, stacking etc. complete. Only

312 Pressure Reducing Valve 26.00 Nos 12,781.55 Rupees Twelve

63 mm Thousand Seven

Hundred Eighty One

and Paisa Fifty Five Only

313 75 mm 26.00 Nos 17,510.72 Rupees Seventeen

Thousand Five Hundred

Ten and Paisa Seventy

314 50 mm 26.00 Nos 7,575.00 Rupees Seven

Thousand Five Hundred

Seventy Five and Zero

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

315 Strainer: 1.00 Nos 10,275.74 Rupees Ten Thousand

Design, Supply, Installation, Testing, Commissioning of External Striner for Two Hundred Seventy

Woltman type Bulk Water Meter, Body: IS:210 FG200 , Strainer Frame : SS Five and Paisa Seventy

Perforated Sheet, SS 304, Mesh (30) : 58 Perforated Sheet, SS 304, Gasket: Rubber Four Only

Cover: IS:210FG200, Stud/Bolts/Nut: IS:1363CL4.6 & CL 4.0, Eye Bolt: IS:1363CL4.6 &

CL4.0, Plug:13% CR.SS (AISI 410), Flange Dimensions as per IS:1538 table 6/ BS-

4504 PN16, with all necessary hardware to complete the installtion.

316 150 mm 1.00 Nos 14,200.60 Rupees Fourteen

Thousand Two Hundred

and Paisa Sixty Only

317 Woltman Type Bulk Water Meter- AMR Based: 2.00 Nos 38,789.05 Rupees Thirty Eight

Water Meter: Thousand Seven

Design, Supply, Installation, Testing, Commissioning of Woltman type Bulk Water Meter, Hundred Eighty Nine

CI/ Brass/ Bronze body material, totalizer made of copper can/ suitable anti corrosive and Paisa Five Only

metallic material, totaliser metalic shall have 5 mm thick glass cover suitable against

antifraud attempts, Flange End process connection, IP 68 protection class, AMR Woltman

Meter with removable mechanism, magnetic drive, dry dial, and be fitted with a low

mass rotor which is parallel to the direction of water flow and exhibits dynamic thrust

relief, water meters complete with T Type strainer, ISO 4064 : 2005 with valid CE mark

mentioning notified body number along with MlD / OIML / ISO certification from a

recognized International laboratory.

AMR System shall be Walk By / Drive By mode, Wireless AMR trans-receivers shall be

directly fitted on meter or inbuilt, IP 68 protection class, water meter & AMR Module shall

be of same brand, Single Command based AMR Reading and Minimum 90 days

historical data retrive facility, alaram indication/ recording (for Reverse Flow, back flow,

Flow,Minimum Flow, Low Battery Alram, Volume below threshold, Volume above

threshold, Reverse Meter, Meter Stopped),

Minimum 10 years of AMR module bateery life considering one no. communication per

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

318 Woltman Type Bulk Water Meter- AMR Based: 1.00 No. 24,728.84 Rupees Twenty Four

Water Meter: Thousand Seven

Design, Supply, Installation, Testing, Commissioning of Woltman type Bulk Water Meter, Hundred Twenty Eight

CI/ Brass/ Bronze body material, totalizer made of copper can/ suitable anti corrosive and Paisa Eighty Four

metallic material, totaliser metalic shall have 5 mm thick glass cover suitable against Only

antifraud attempts, Flange End process connection, IP 68 protection class, AMR Woltman

Meter with removable mechanism, magnetic drive, dry dial, and be fitted with a low

mass rotor which is parallel to the direction of water flow and exhibits dynamic thrust

relief, water meters complete with T Type strainer, ISO 4064 : 2005 with valid CE mark

mentioning notified body number along with MlD / OIML / ISO certification from a

recognized International laboratory.

AMR System shall be Walk By / Drive By mode, Wireless AMR trans-receivers shall be

directly fitted on meter or inbuilt, IP 68 protection class, water meter & AMR Module shall

be of same brand, Single Command based AMR Reading and Minimum 90 days

historical data retrive facility, alaram indication/ recording (for Reverse Flow, back flow,

Flow,Minimum Flow, Low Battery Alram, Volume below threshold, Volume above

threshold, Reverse Meter, Meter Stopped),

Minimum 10 years of AMR module bateery life considering one no. communication per

319 Ball Cock 20.00 Nos 555.50 Rupees Five Hundred

63 mm Fifty Five and Paisa Fifty

320 75 mm 10.00 Nos 1,414.00 Rupees One Thousand

Four Hundred Fourteen

and Zero Paisa Only

321 Providing and Supplying ISI mark C.I Sluice valve as per IS 14846 of Following 260.00 Nos 2,921.93 Rupees Two Thousand

Class and Diameter Including all Taxes insurance,transportation,,freight Nine Hundred Twenty

charges,Octoi,Inspection charges,Loading ,Unloading Conveyance to One and Paisa Ninety

department Store ,Stacking etc. Complete. Three Only

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

322 Providing and Supplying ISI mark C.I Sluice valve as per IS 14846 of Following 208.00 Nos 3,156.25 Rupees Three Thousand

Class and Diameter Including all Taxes insurance,transportation,,freight One Hundred Fifty Six

charges,Octoi,Inspection charges,Loading ,Unloading Conveyance to and Paisa Twenty Five

department Store ,Stacking etc. Complete. Only

323 Providing and Supplying ISI mark C.I Sluice valve as per IS 14846 of Following 35.00 Nos 3,488.54 Rupees Three Thousand

Class and Diameter Including all Taxes insurance,transportation,,freight Four Hundred Eighty

charges,Octoi,Inspection charges,Loading ,Unloading Conveyance to Eight and Paisa Fifty

department Store ,Stacking etc. Complete. Four Only

324 Providing and Supplying ISI mark C.I Sluice valve as per IS 14846 of Following 2.00 Nos 4,932.84 Rupees Four Thousand

Class and Diameter Including all Taxes insurance,transportation,,freight Nine Hundred Thirty Two

charges,Octoi,Inspection charges,Loading ,Unloading Conveyance to and Paisa Eighty Four

department Store ,Stacking etc. Complete. Only

325 Providing and Fixing gun metal non return valve of Approved Quality (Screwed 15.00 Nos 1,828.43 Rupees One Thousand

end) : Eight Hundred Twenty

63mm Dia. Eight and Paisa Forty

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

326 SOIL, WASTE, VENT PIPES & FITTINGS 8,910.00 Rmt. 897.79 Rupees Eight Hundred

Supply, installation, testing and commissioning of all Pipes and pipe accessories, Ninety Seven and Paisa

traps, supply of supports and support fixing, chase cutting and making good the Seventy Nine Only

surfaces, coving, core cutting, etc. required shall be in the Scope of the

Contractor. All consumables other than materials supplied by manufacturer

required for fixing the china ware, sanitary ware and CP fittings and fixtures shall

be provided by the Contractor to make the item fully operationable.

Providing, fixing, testing and commissioning ISI Marked UPVC SWR grade soil,

waste and vent pipes Type 'B' 10.0 kg/sq cm conforming to IS: 13592 including all

SWR moulded fittings conforming to IS: 14735 i.e. bends (plain/door), junctions,

cowls, offsets, Y (plain/door), tees (plain/door), clean out plut, etc., with G.I

slotted angle with U clamps and anchor fasteners at 1m interval. Ring fit jointing

including cutting holes in walls and floors, wherever required and making them

good, complete as directed by the Project Manager. The scope shall also

include fixing waste pipes to the floor with concrete 1:2:4 bedding for full length

and wall/ceiling with necessary clamps, supports, connections, protecting

fittings and pipes till the final handing over etc, for all leads, depth and heights

as per drawings, specification and as directed by the Project Manager. (internal

110mm outer dia.

327 75mm outer dia. 6,764.60 Rmt. 404.00 Rupees Four Hundred

Four and Zero Paisa

328 40mm Dia. 4,784.00 Rmt. 148.12 Rupees One Hundred

Forty Eight and Paisa

329 Providing, fixing, testing and commissioning ISI Marked UPVC SWR grade soil, 860.00 Metre 558.03 Rupees Five Hundred

waste and vent pipes Type 'A' 4 kg/sqcm conforming to IS: 13592 including all Fifty Eight and Paisa

SWR moulded fittings conforming to IS: 14735 i.e. bends, junctions, cowls, offsets, Three Only

Y (plain/door), tees (plain/door), clean out plug, etc., with hi-tech clamps and

anchor fasteners at 1m interval and jointing with cement solvent including

cutting holes in walls and floors, wherever required and making them good,

complete as directed by the Project Manager. The scope shall also include fixing

waste pipes to the floor with concrete 1:2:4 bedding for full length and

wall/ceiling with necessary clamps, supports, connections, protecting fittings

and pipes till the final handing over etc, as per drawings, specifications and as

directed by the Project Manager for all leads, depth and heights. (For Vent & ASP

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

330 Providing, fixing, testing and commissioning uPVC Floor trap for 125mm dia 1,114.00 Each 600.23 Rupees Six Hundred

including 125x125mm S S grating with frame complete in all respects with and Paisa Twenty Three

necessary arrangements with proper care at all levels, protecting fittings and Only

floor trap till the final handing over etc as per technical specifications, drawings

and directed by the Project Manager.

331 Providing, fixing, testing and commissioning uPVC Floor trap for 125mm dia 50.00 Each 1,924.28 Rupees One Thousand

including 125x125mm S S grating with frame complete in all respects with Nine Hundred Twenty

necessary arrangements with proper care at all levels, protecting fittings and Four and Paisa Twenty

floor trap till the final handing over etc as per technical specifications, drawings Eight Only

and directed by the Project Manager.

332 Providing, Installing, testing and commisssioning UPVC Multi trap of self 26.00 Nos 167.66 Rupees One Hundred

cleansing design with or without vent arm with provision for connecting upvc Sixty Seven and Paisa

inlet fitttings complete including cost of cutting and making good the walls and Sixty Six Only

floors where ever required complete in all respects with necessary

arrangements with proper care at all levels, protecting fittings and floor trap till

the final handing over etc as per technical specifications, drawings and

directed by the Project Manager.

For 110 mm inlet and 110 mm oulet

333 Supply,Installing, testing and commisssioning 125mm dia Bronze Chrome plated 1,114.00 Nos 1,423.09 Rupees One Thousand

ring and Grating with 2 stainless steel screws, ring to be embedded in floor with Four Hundred Twenty

sealant complete in all respects with necessary arrangements with proper care Three and Paisa Nine

at all levels, protecting fittings and floor trap till the final handing over etc as per Only

technical specifications, drawings and directed by the Project Manager.

334 Providing and fixing rain water "KHURRAS" size as per drawing required depth with 26.00 Nos 1,523.08 Rupees One Thousand

lead flashing around rainwater pipe with one piece lead sheet of 3 mm thick set Five Hundred Twenty

on a layer of cold bitumen. Including heavy duty CI grating complete as Three and Paisa Eight

335 SANITARY AND CP FIXTURES 2.00 Nos 4,945.97 Rupees Four Thousand

Providing and fixing water closet squattig pan (Indian type W.C. Pan) size 260 x Nine Hundred Forty Five

440mm x 580mm of 'Jaquar Continental series CNS-WHT-OP01 or Cera and Paisa Ninety Seven

equivalent make' superior colours including "P" trap, earthwork, bed concrete Only

etc. complete as directed by EIC.

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

336 Providing and Installing, testing and commisssioning vitreous china extended 558.00 Nos 8,004.25 Rupees Eight Thousand

wall hung European type water closet with C.P. bolts / rag bolts, nuts, C.I. chair Four and Paisa Twenty

or other hanging arrangement, solid plastic seat and cover, C.P. brass hinged, Five Only

rubber buffers, including accessories, C.I / M.S. brackets painted with two coats

of enamel paint of approved shade over a coat of primer, C.P. brass screws and

wooden cleats, including cutting and making good the walls and floors

wherever required as per technical specifications, drawings and directed by the

Project Manager. Size:-355x555x370 mm Equivalent Make

337 Providing and fixing chromium plated brass half trun flush cock of approved 560.00 Nos 772.65 Rupees Seven Hundred

quality including fixing in pipe line etc. complete.(iii) 32mm dia. ( Jaquar FLR- Seventy Two and Paisa

5083NK) Jaquar, Hindware, Cera or Equivalent Make Sixty Five Only

338 Providing and fixing chromium plated brass health faucet of approved quality 558.00 Nos 2,135.14 Rupees Two Thousand

including fixing in pipe line etc. complete.(iii) 32mm dia. Jaquar, Hindware, One Hundred Thirty Five

Cera or Equivalent Make and Paisa Fourteen

339 Providing And Fixing Jet spray heavy duty with S.S. Braided hose 60 cm long As 558.00 Each 580.75 Rupees Five Hundred

Per Drawing And According To Project Manager. Eighty and Paisa

Seventy Five Only

340 Providing and fixing Jaquar, Hindware, Cera or Equivalent Make washbasin 558.00 Nos 3,561.26 Rupees Three Thousand

with single hole for pillar tap with C.I. or M.S. brackets painted white including Five Hundred Sixty One

sutting holes,Angle valve to Pillat tap connection pipe and making good the and Paisa Twenty Six

same but excluding fittings.(A) Vitreous China:(ii) Flat Back washbasin (i) In white Only

colour. Size:-510x450x175 mm Equivalent Make

341 Providing and fixing Jaquar, Hindware, Cera or Equivalent Make C.P. brass 558.00 Each 89.83 Rupees Eighty Nine and

waste for washbasin (B) 40mm dia. Paisa Eighty Three Only

342 Providing and fixing chromium plated, Bottle trap with necessary couplings of 558.00 Each 295.80 Rupees Two Hundred

approved quality for wash basin. Ninety Five and Paisa

343 Providing and fixing Jaquar, Hindware, Cera or Equivalent Make Pillar tap, 558.00 Nos 5,215.64 Rupees Five Thousand

capstan head, screw down high pressure with screws, shanks and back nuts. (i) Two Hundred Fifteen

15mm dia. Size:-450mm Long and Paisa Sixty Four

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

344 Supply,Installing, testing and commisssioning Jaquar, Hindware, Cera or 560.00 Nos 887.79 Rupees Eight Hundred

Equivalent Make 15mm C.P. brass angle valve with C.P copper connecting pipe Eighty Seven and Paisa

450 mm long and nuts, washer with C.P. brass flange complete, including cutting Seventy Nine Only

and making good the walls, wherever required as per technical specifications,

drawings and directed by the Project Manager.

345 Providing and fixing Jaquar, Hindware, Cera or Equivalent Make Sink Cock with 2.00 Nos 5,600.45 Rupees Five Thousand

Regular Swinging Spout (Wall Mounted Model) With Wall Flangecapstan head, Six Hundred and Paisa

screw down high pressure with screws, shanks and back nuts. (i) 15mm dia. Forty Five Only

Equivalent Make

346 Providing and fixing Jaquar, Hindware, Cera or Equivalent Make Urinal of 2.00 Each 1,670.73 Rupees One Thousand

approved quality including connection with trap and with integral longitudinal Six Hundred Seventy

flush pipe.(A) Squating plate pattern white earthenware 500mm x 300mm and Paisa Seventy

347 Providing&fixing 20mm thick of approved quality of green marble urinal partition 0.18 Sqm 982.18 Rupees Nine Hundred

insingle piece of size 0.62x1.20mt. in cement mortar1:1(1cement:1coarsesand) Eighty Two and Paisa

and finishing with white cement including polishing on bothsides,finishing edges Eighteen Only

with round shape of marble etc.complete.

348 Providing and fixing PTMT - Urinal Spreader 15 mm of approved quality including 2.00 No. 47.87 Rupees Forty Seven

fixing in pipe line etc. complete. and Paisa Eighty Seven

349 Providing and fixing Stainless steel A ISI 304 ( 18/8) kitchen sink ( NIRALI BRAND ) 2.00 Each 5,995.94 Rupees Five Thousand

as per IS 13983 with CI brackets and stainless steel plug 40 mm including painting Nine Hundred Ninety

of fittings and brackets, cutting and making good the walls wherever required Five and Paisa Ninety

Kitchen sink with drain board 510 x 1040 mm bowl depth 225mm Four Only

350 providing,Installing, testing and commisssioning Sink Mixer with Swinging Spout 2.00 Nos 6,445.82 Rupees Six Thousand

(Wall Mounted Model) With Connecting Legs & Wall Flanges Jaquar, Hindware, Four Hundred Forty Five

Cera or Equivalent Make model including cutting and making good the walls and Paisa Eighty Two

wherever required as per technical specifications, drawings and directed by the Only

Project Manager.

351 Providing and fixing of STAINLESS STEEL MOP SINK deep supported CI/MS brackets 1.00 Nos 10,882.75 Rupees Ten Thousand

(duly painted with 2 coats of paint over a coat of primer) C.P. cast brass bottle Eight Hundred Eighty

trap with extension piece, rubber adopter, with tap, wall flange, union, C.P. brass Two and Paisa Seventy

chain rubber plug complete as required. Five Only

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

352 Providing and fixing of white viterous china Janitor sink of Jaquar, Hindware, 1.00 Each 3,961.12 Rupees Three Thousand

Cera or Equivalent Make size 470 x 370 x 180mm deep supported CI/MS Nine Hundred Sixty One

brackets (duly painted with 2 coats of paint over a coat of primer) C.P. cast and Paisa Twelve Only

brass bottle trap with extension piece, rubber adopter, with tap, wall flange,

union, C.P. brass chain rubber plug complete as required.

353 Supply,Fixing 15mm C.P brass Jaquar, Hindware, Cera or Equivalent Make Bib 560.00 Nos 2,907.79 Rupees Two Thousand

tap with C.P brass threaded flange complete, including cutting and making Nine Hundred Seven

good the walls wherever required as per technical specifications, drawings and and Paisa Seventy Nine

directed by the Project Manager. Equivalent make. Only

354 providing, Installing, testing and commisssioning "Jaquar Hindware, Cera or 560.00 Nos 3,284.52 Rupees Three Thousand

Equivalent Make" 15mm C.P 2-Way brass bib tap with C.P brass threaded flange Two Hundred Eighty

complete, including cutting and making good the walls wherever required as Four and Paisa Fifty Two

per technical specifications, drawings and directed by the Project Manager. Only

355 Providing and fixing P.V.C. low level flushing cistern 10 litre capacity with 558.00 Each 950.02 Rupees Nine Hundred

manually controlled device (handle lever) conforming to IS : 7231, with all fittings Fifty and Paisa Two

and fixtures complete as per technical specifications, drawings and directed by Only

the Project Manager.

"Jaquar, Hindware, Cera or Equivalent Make"

356 providing, Supply,Installing, testing and commisssioning Jaquar ,Hindware, Cera 555.00 Nos 4,018.79 Rupees Four Thousand

or Equivalent Make C.P single lever concealed diverter for bath and shower Eighteen and Paisa

complete with making good the walls & floor wherever required as per technical Seventy Nine Only

specifications, drawings and directed by the Project Manager.(For Special

Room) Single Lever Concealed Divertor ,Shower Head incl. shower arm,Bath

spout 235 mm with wall flange

357 Providing and fixing Jaquar Hindware, Cera or Equivalent Make C.P. brass 555.00 Each 282.16 Rupees Two Hundred

shower rose with 15mm or 20mm inlet.(A) 100mm dia. Each Eighty Two and Paisa

358 Providing & fixing jaquar , Hindware, Cera or Equivalent Make Toilet paper 558.00 Each 427.99 Rupees Four Hundred

holder for toilet of approved quality, as recommended by theetc completed as Twenty Seven and Paisa

directed by E.T.C/PMC . Ninety Nine Only

359 Providing & fixing jaquar , Hindware, Cera or Equivalent Make S.S. grade 304 560.00 Nos 101.00 Rupees One Hundred

Soap dish holder etc completed as directed by E.T.C/PMC . One and Zero Paisa

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

360 Providing & fixing jaquar , Hindware, Cera or Equivalent Make C.P. brass Double 560.00 Nos 192.91 Rupees One Hundred

coat Hook complete.etc completed as directed by E.T.C/PMC . Ninety Two and Paisa

Ninety One Only

361 providing, checking, storing & fixing jaquar , Hindware, Cera or Equivalent Make 560.00 Each 616.42 Rupees Six Hundred

CP brass / S.S. towel rod, 500 / 600 mm. long and 20 mm. dia., with concealed Sixteen and Paisa Forty

type brackets fixed, to the wall with CP brass screws, etc. complete. Two Only

362 Providing and fixing 600mm x 450mm bevelled edge mirror of superior glass 558.00 Each 233.67 Rupees Two Hundred

mounted on 6mm thick A.C. sheet or plywood sheet and fixing to wooden pluge Thirty Three and Paisa

with C.P. brass screws and washers. Sixty Seven Only

363 Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber and 35.00 Each 1,292.19 Rupees One Thousand

water tight C.I. cover with frame of 300mm x 300mm size (inside) with standard Two Hundred Ninety

weight.(I) Square mouth traps. (A) 100mm x 100mm size P type. Two and Paisa Nineteen

364 Providing Erecting and fixing double coated ISI water tank of required capacity 1,02,000.00 Litre 3.95 Rupees Three and

each with all necessary fittings and connection etc. complete on terrace Paisa Ninety Five Only

365 Providing and fixing ball cock of approved. quality as directed. 3.00 Each 132.89 Rupees One Hundred

(A) Copper Metal Thirty Two and Paisa

(I)25mm dia. Eighty Nine Only

366 EQUIPMENTS 1.00 Set 4,55,193.17 Rupees Four Lakh Fifty

Surface Hydro-Pneumatic System for Domestic Water supply : Five Thousand One

Compact self contained Hydro-booster system comprising of following : Hundred Ninety Three

Vertical In-line/Horizontal multi-stage, centrifugal clear water pumps with AISI304 Impeller and Paisa Seventeen

and AISI316 Shaft, Cast Iron (FG260) Suction and Discharge with CED coating, TEFCIP55 Only

motor (with Mechanicalseal)Vendor to submit performance curves and technical

catalogue of the proposed model for review and information Controller with colour

touch screen display and Variable Frequency Drive(VFD) integrated in a single body with

pressure sensor transmitter, programming to indicate pump ready, pump running and

fault in display and capable to communicate with other controllers following MODBUS-

RTU or BACNET Class-2 protocol through RS485 port. System should be capable to

compensate for frictional losses at lower flows. All alarms should be displayed in the

controller. System should be equipped with dry running protection. Indication of all type

of faults / on-off status / electrical parameters shall be available on display and central

BMS monitors. Also able to work with pressure switch in manual mode operation. Source

from same manufacturer of pump.

Pre-charged diaphragm pressure vessel with interchangeable membrane, charging

connection, connected to outlet header with necessary flanges, gaskets, isolating

valves, nuts/bolts etc. complete (size of pressure vessel as per manufacturer

recommendation) Set of accessories such as G.I headers (with zink coating) for suction

and discharge, control valves, non return valves, pressure switches, pressure transducers,

pressure gauge, common skid, inter connecting power and control cabling etc.

Set of Solenoid valve (IP68), control panel and y-strainer to maintain water level in OHT

with float switch should be provided.

Purpose of system - Domestic water supply system to each utility

Nos of system - 1set =2 working + 1 stand by

Flow rate of system (working pumps) - 500 LPM

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

367 Purpose of system - Flushing water supply system to each utility 1.00 Set 4,04,829.61 Rupees Four Lakh Four

Nos of system - 1set =1 working + 1 stand by Thousand Eight Hundred

Flow rate of system (working pumps) - 350 LPM Twenty Nine and Paisa

Total Head of each pump - 50m Sixty One Only

368 Purpose of system - Hot water supply system to each utility(Recirculating Pump) 1.00 Set 2,38,863.03 Rupees Two Lakh Thirty

Nos of system - 1set =1 working + 1 stand by Eight Thousand Eight

Flow rate of system (working pumps) - 300 LPM Hundred Sixty Three and

Total Head of each pump - 35m Paisa Three Only

369 Providing & fixing storage type water cooler of the following capacity, I.S.I 12.00 Nos 28,298.18 Rupees Twenty Eight

marked, stainless steel front panel, C.P brass push cock, inlet float valve with all Thousand Two Hundred

plumbing and electrical accessories, inlet, outlet, overflow and PVC drain out Ninety Eight and Paisa

connection to F.D complete as required. Eighteen Only

Cooling capacity 15 Lts./hr

Storage capacity 40 Lts.

370 Providing & fixing commercial water purifier with UV technology of water flow 12.00 Nos 10,726.20 Rupees Ten Thousand

rate 2.0 Lit/min. Including all components as per manufacture specifications, Seven Hundred Twenty

including connection from water supply line, and final connection to water Six and Paisa Twenty

cooler electric wiring & plug top etc. with all accessories. Only

371 Providing submersible, Non clog type with required capapcity & head as per IS 2.00 Each 3,60,083.18 Rupees Three Lakh Sixty

8034 suitable for water having upto 10000 PPM turbidity with suitable submersible Thousand Eighty Three

wet type, water cooled, squirrel cage motor to IS 9283, working on three phase, and Paisa Eighteen

50 Hz +/-3%, 415V +/- 10%, AC supply, 2900 RPM synchronize speed with 10 mtr Only

copper conductor flat cable from pump to starter panel with cable end

terminations (4) all supports, clamps, pipe fittings alongwith mechanical seal,

bearing bush, strainer etc. complete set & following M.O.C:

Casing CI, SS CF8M impeller, Bronze: wearing ring & Bearing bush, TC

mechanical seal, CS/S.S.bearing, S.S shaft with sleeve, SS

strainer & MS motor body.

372 Fire Fighting 50.00 Metre 4,358.93 Rupees Four Thousand

Supply, Installation, Testing and Commissioning of the following sizes grooved Three Hundred Fifty

fitted M.S. Pipes of Class C (Heavy class) ISI marked including accessories such as Eight and Paisa Ninety

MS bracket, U clamps with Anchor fasteners, grooved tees / grooved elbows / Three Only

grooved reducers / grooved couplings / grooved unions / grooved bends /

flanges / gaskets / Nut bolts etc., and laying on the surface including painting

with one coat of anticorrosive primer and two coats of approved red enamel

paint after laying and testing after Installation etc. as per specifications

complete as required.

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

373 Supply, Installation, Testing and Commissioning of the following sizes grooved 70.00 Metre 2,851.69 Rupees Two Thousand

fitted M.S. Pipes of Class C (Heavy class) ISI marked including accessories such as Eight Hundred Fifty One

MS bracket, U clamps with Anchor fasteners, grooved tees / grooved elbows / and Paisa Sixty Nine

grooved reducers / grooved couplings / grooved unions / grooved bends / Only

flanges / gaskets / Nut bolts etc., and laying on the surface including painting

with one coat of anticorrosive primer and two coats of approved red enamel

paint after laying and testing after Installation etc. as per specifications

complete as required.

374 Supply, Installation, Testing and Commissioning of the following sizes grooved 311.00 Metre 2,038.63 Rupees Two Thousand

fitted M.S. Pipes of Class C (Heavy class) ISI marked including accessories such as Thirty Eight and Paisa

MS bracket, U clamps with Anchor fasteners, grooved tees / grooved elbows / Sixty Three Only

grooved reducers / grooved couplings / grooved unions / grooved bends /

flanges / gaskets / Nut bolts etc., and laying on the surface including painting

with one coat of anticorrosive primer and two coats of approved red enamel

paint after laying and testing after Installation etc. as per specifications

complete as required.

375 Supply, Installation, Testing and Commissioning of the following sizes grooved 302.00 Metre 1,504.04 Rupees One Thousand

fitted M.S. Pipes of Class C (Heavy class) ISI marked including accessories such as Five Hundred Four and

MS bracket, U clamps with Anchor fasteners, grooved tees / grooved elbows / Paisa Four Only

grooved reducers / grooved couplings / grooved unions / grooved bends /

flanges / gaskets / Nut bolts etc., and laying on the surface including painting

with one coat of anticorrosive primer and two coats of approved red enamel

paint after laying and testing after Installation etc. as per specifications

complete as required.

376 Supply, Installation, Testing and Commissioning of the following sizes grooved 120.00 Metre 1,287.81 Rupees One Thousand

fitted M.S. Pipes of Class C (Heavy class) ISI marked including accessories such as Two Hundred Eighty

MS bracket, U clamps with Anchor fasteners, grooved tees / grooved elbows / Seven and Paisa Eighty

grooved reducers / grooved couplings / grooved unions / grooved bends / One Only

flanges / gaskets / Nut bolts etc., and laying on the surface including painting

with one coat of anticorrosive primer and two coats of approved red enamel

paint after laying and testing after Installation etc. as per specifications

complete as required.

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

377 Supply, Installation, Testing and Commissioning of the following sizes grooved 320.00 Metre 1,022.11 Rupees One Thousand

fitted M.S. Pipes of Class C (Heavy class) ISI marked including accessories such as Twenty Two and Paisa

MS bracket, U clamps with Anchor fasteners, grooved tees / grooved elbows / Eleven Only

grooved reducers / grooved couplings / grooved unions / grooved bends /

flanges / gaskets / Nut bolts etc., and laying on the surface including painting

with one coat of anticorrosive primer and two coats of approved red enamel

paint after laying and testing after Installation etc. as per specifications

complete as required.

378 Supply, Installation, Testing and Commissioning of the following sizes grooved 180.00 Metre 825.03 Rupees Eight Hundred

fitted M.S. Pipes of Class C (Heavy class) ISI marked including accessories such as Twenty Five and Paisa

MS bracket, U clamps with Anchor fasteners, grooved tees / grooved elbows / Three Only

grooved reducers / grooved couplings / grooved unions / grooved bends /

flanges / gaskets / Nut bolts etc., and laying on the surface including painting

with one coat of anticorrosive primer and two coats of approved red enamel

paint after laying and testing after Installation etc. as per specifications

complete as required.

379 Supply, Installation, Testing and Commissioning of the following sizes grooved 250.00 Metre 679.01 Rupees Six Hundred

fitted M.S. Pipes of Class C (Heavy class) ISI marked including accessories such as Seventy Nine and Paisa

MS bracket, U clamps with Anchor fasteners, grooved tees / grooved elbows / One Only

grooved reducers / grooved couplings / grooved unions / grooved bends /

flanges / gaskets / Nut bolts etc., and laying on the surface including painting

with one coat of anticorrosive primer and two coats of approved red enamel

paint after laying and testing after Installation etc. as per specifications

complete as required.

380 Supply, Installation, Testing and Commissioning of the following sizes grooved 511.00 Metre 593.64 Rupees Five Hundred

fitted M.S. Pipes of Class C (Heavy class) ISI marked including accessories such as Ninety Three and Paisa

MS bracket, U clamps with Anchor fasteners, grooved tees / grooved elbows / Sixty Four Only

grooved reducers / grooved couplings / grooved unions / grooved bends /

flanges / gaskets / Nut bolts etc., and laying on the surface including painting

with one coat of anticorrosive primer and two coats of approved red enamel

paint after laying and testing after Installation etc. as per specifications

complete as required.

381 Supply, Installation, Testing and commissioning of stainless steel Y Strainer 12.00 Metre 8,891.80 Rupees Eight Thousand

fabricated out of 1.6 mm thick stainless steel strainer ,Grade 304 ,sheet with 3 Eight Hundred Ninety

mm dia. Holes with stainless steel flange. One and Paisa Eighty

a)150 mm dia. Only

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

382 Supply, installation, testing and commissioning of Butterfly valve (With tampar 6.00 Each 18,623.39 Rupees Eighteen

Switch) with CI body SS disc nitrile sheet & O - ring & PN 16 pressure rating as Thousand Six Hundred

specified. Twenty Three and Paisa

b) 150 mm dia. Thirty Nine Only

383 Supply, installation, testing and commissioning of Butterfly valve (With tampar 6.00 Each 13,449.97 Rupees Thirteen

Switch) with CI body SS disc nitrile sheet & O - ring & PN 16 pressure rating as Thousand Four Hundred

specified. Forty Nine and Paisa

b) 100 mm dia. Ninety Seven Only

384 Supply, installation, testing and commissioning of Butterfly valve (With tampar 3.00 Each 9,977.79 Rupees Nine Thousand

Switch) with CI body SS disc nitrile sheet & O - ring & PN 16 pressure rating as Nine Hundred Seventy

specified. Seven and Paisa

b) 50 mm dia. Seventy Nine Only

385 Supplying, fixing, testing & commissioning of double flanged sluice valve of 1.00 Each 11,682.05 Rupees Eleven

rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked complete Thousand Six Hundred

with nuts, bolts, washers, gaskets and conforming to IS 780 of following sizes as Eighty Two and Paisa

required : Five Only

386 Supply, Installation, Testing and Commissioning of Non Return Valve with dual 12.00 Each 8,816.80 Rupees Eight Thousand

plate of CI body SS plates vulcanized NBR seal flanged end & PN 16 pressure Eight Hundred Sixteen

rating as specified. and Paisa Eighty Only

387 Supply, Installation, Testing and Commissioning of Non Return Valve with dual 2.00 Each 8,816.80 Rupees Eight Thousand

plate of CI body SS plates vulcanized NBR seal flanged end & PN 16 pressure Eight Hundred Sixteen

rating as specified. and Paisa Eighty Only

388 Inspectors test assembly 56.00 Each 6,801.44 Rupees Six Thousand

Providing and fixing inspectors test assembly complete with alarm valve, test Eight Hundred One and

valve, sight glass sectional drain valve, union with corrosion resistant orifice all Paisa Forty Four Only

complete strictly as per drawing and standard.

389 Installation control valve assembly 1.00 Each 13,036.17 Rupees Thirteen

Supply, installation, testing and commissioning of UL/FM Approved installation Thousand Thirty Six and

control valve assembly with vertical wet alarm valve with hydraulic alarm motor Paisa Seventeen Only

gong , 2 nos pressure gauges,test valves 50 mm drain valves with all necessary

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

390 Supply, Installation, Testing and Commissioning of Air vessel, size of 250 mm dia., 1.00 Each 14,556.89 Rupees Fourteen

8 mm thick M.S sheet, 1200 mm in height with Air release valve on top and Thousand Five Hundred

flanged connection to down comer, drain arrangement with 25 mm dia. valve, Fifty Six and Paisa Eighty

pressure gauge with required accessories and painting with synthetic enamel Nine Only

paint of approved shade as required.

The vessel shall be suitable for working pressure 8 kg/cm², Hydro test at

391 Supplying and fixing single headed internal hydrant valve with instantaneous 56.00 Each 6,100.74 Rupees Six Thousand

Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked One Hundred and

conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and Paisa Seventy Four Only

chain as required

Single headed Gunmetal

392 Supply, Installation, Testing and Commissioning of Fire Hose Cabinet of size 56.00 Each 5,441.68 Rupees Five Thousand

750mmx600mx250mm fabricated from 16 swg thick MS sheet with 6mm thick Four Hundred Forty One

glazed hinged type centre opening doors having locking arrangement suitable and Paisa Sixty Eight

for accommodating 2 nos RRL hose pipes, 1 no. nozzle, branch pipe & painting Only

with two coats of anti-corrosive primer and two coats of approved red enamel

paint etc. complete as required.

393 Supply, installation, testing and commissioning 63 mm dia, 2x15 Meters. long RRL 56.00 Each 4,150.68 Rupees Four Thousand

Hose Pipe with 63 mm dia male & female gun metal couplings duly binded with One Hundred Fifty and

GI wire, rivets etc. conforming to IS 636 (type-A - RRL) as required. Paisa Sixty Eight Only

394 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal 56.00 Each 1,927.73 Rupees One Thousand

internal diameter size nozzle conforming to IS 903 suitable for instantaneous Nine Hundred Twenty

connection to interconnect hose pipe coupling as required : Seven and Paisa

Gun metal Seventy Three Only

395 Supply, installation, testing and commissioning of First- Aid Hose Reel equipment 56.00 Each 10,014.83 Rupees Ten Thousand

with M.S. construction spray painted in post office red, conforming to IS:884 with Fourteen and Paisa

up to date amendments, complete with the following as required. Eighty Three Only

(a) 20 mm nominal internal Dia.water hose thermoplastic

(Textile reinforced) Type-2 as per IS:12585.

(b) 20 mm nominal internal dia gun metal globe valve & nozzle

(c) Drum and swinging type fixing brackets on the wall.

(d) Connections from riser with 25 mm dia. Gun metal ball valve.

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

396 Providing and fixing standard fireman Axe with heavy duty insulated rubber 56.00 Each 2,880.82 Rupees Two Thousand

handle as per IS: 926 with clamps. Eight Hundred Eighty

and Paisa Eighty Two

397 Providing and fixing C.I. double acting air valve of approved quality with bolts, 2.00 Each 4,126.54 Rupees Four Thousand

nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be One Hundred Twenty Six

paid separately) : and Paisa Fifty Four Only

398 Providing, fixing, testing & commissioning of 15mm dia quartzoid bulb type 550.00 Each 416.50 Rupees Four Hundred

sprinklers of rating 68 degree centigrade with required accessories : Sixteen and Paisa Fifty

a) Pendent sprinkler 68°C Only

399 Providing, installation, testing & commissioning of adjustable rosette plate for 50.00 Each 492.30 Rupees Four Hundred

15mm dia in white finish UL Listed or FM approved complete as required. Ninety Two and Paisa

Horizontal Side Wall Thirty Only

400 Providing, installation, testing & commissioning of adjustable rosette plate for 100.00 Each 179.53 Rupees One Hundred

15mm dia in white finish UL Listed or FM approved complete as required. Seventy Nine and Paisa

Fifty Three Only

401 Providing & fixing flow switch in following sizes M.S. pipe including connection 150.00 Each 7197.86 Rupees Seven

etc as required. Thousand One Hundred

150mm dia Ninety Seven and Paisa

Eighty Six Only

402 Providing, fixing, testing & commissioning of installation control valve of cast iron 1.00 Set 38460.38 Rupees Thirty Eight

body, brass/bronze working parts comprising of water motor alarm, bronze seat Thousand Four Hundred

clapper, clapper arm and hydraulically driven mechanical gong bell to sound Sixty and Paisa Thirty

continuous alarm when the wet riser/sprinkler system activates, pressure gauges, Eight Only

emergency releases, strainer, pressure switch, cock valve complete with drain

valve and bypass, test control box, ball valves, MS pipe of required size, flanges,

orifice plate, gasket etc of follwing sizes as required.

403 Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 4.00 Each 1054.03 Rupees One Thousand

304) with orifice of required size to be fitted between flange & landing valve of Fifty Four and Paisa

external and internal hydrants to reduce pressure at the outlet to the level of 3.5 Three Only

kg/cm2 complete as required.

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

404 Supply, Installation, Testing and Commissioning of 100 mm dia Pressure Gauge of 4.00 Each 3906.68 Rupees Three Thousand

range 0 - 15 Kg / cm² conforming to IS - 3624 having bourdon tube of stainless Nine Hundred Six and

steel 316 in cast aluminium, stove enameled, black, weather proof case with Paisa Sixty Eight Only

outer, screwed aluminium bezel and complete 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.

405 Supplying & erecting carbon dioxide (CO2) fire extinguisher user of following 140.00 Each 6377.14 Rupees Six Thousand

capacity with necessary clamps made from 50 x 6 mm M.S. Flat with nut & bolts Three Hundred Seventy

grouted in wall complete. Seven and Paisa

a) 4.5 kg. Fourteen Only

406 Supplying & erecting ABC powder type 'Ceasefire' type Fire extinguisher as per IS 280.00 Each 4919.51 Rupees Four Thousand

13849 or 1 Kg capacity with necessary clamp for erection on wall Nine Hundred Nineteen

6 kg and Paisa Fifty One

407 Supplying & erecting D.C.P. type fire extinguisher for following capacity 280.00 Each 1656.40 Rupees One Thousand

cartridge type with gun metal cap 150 gram CO2 gas cartridge, powder and Six Hundred Fifty Six and

brackets confirming to IS 2171 1985 and complete erected with necessary Paisa Forty Only

clamps made from 50 x 6 mm M S Flat with nuts and bolts grouted in wall

[A] For 5 Kg Capacity

408 Supplying, installing, testing and commissioning of GI sheet of 16gauge thickness 1.00 Set 2590.75 Rupees Two Thousand

Fire bucket with clean sand & stand in accordance with IS 2546. Fire bucket shall Five Hundred Ninety

have two coats of anti corrosive paint, two coats of fire red paint on its outside & and Paisa Seventy Five

two coats of white paint on the inside. The word "FIRE" shall be clearly stencilled Only

on it in accordance with IS 2546. Vendor to include in his quote all costs relating

to mounting of the bucket at locations stated by the Fire NOC & the

Architect/EIC. Vendor to include in his quote all costs all accessories,

consumables, fittings & rigging equipments necessary for the satisfactory

installation of the same.(9 litres)

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

409 CONTROL PANELS :Fabrication, supply, Insallation testing & commissioning of Electrical control panel of 1.00 Set 459359.81 Rupees Four Lakh Fifty

cubical construction, floor mounted type, fabricated out of 2mm thick CRCA sheet, compartmentalised

with hinged lockable doors, dust and vermin proof, powder coated of approved shade after 7 tank

Nine Thousand Three

treatment process, cable alley, interconnection with suitable size copper conductor cable/solid copper Hundred Fifty Nine and

strip, having switchgears and accessories, mountings and internal wiring, earth terminals, numbering etc. Paisa Eighty One Only

complete in all respect, suitable for main fire pump, pressurisation pump & diesel pump set complete as per

CPWD specification with following in coming and Outgoings, suitable for operation on 415V, 3 phase, 50Hz

Ac Supply with enclosure protection class IP 42 as required

800A, 50kA 4 Pole MCCB, Ics=100% Icu Rating Digital Voltmeter 0-500V with selector switch Ammeter (0-800

A) with selector swtich & CTs etc.

LED type RYB phase indicating lamps, ON, OFF, trip indicating lamps Set of Copper Bus Bar 1000Amps.

( Note : All outgoing feeders for pumps should have digital Ammeter with selector switches, and LED type

ON, OFF, trip indicating lamps)

250 Amp, 50kA TPN MCCB, Ics=100% Icu, with fully automatic Star/Delta starter suitable for 100 hp pump

with overload protection, current sensing type single phase preventor complete with all acceessories and

internal wiring required for automatic operation,

selector switch for local/remote, auto/manual/OFF operation. - 2 sets.

125 Amp, 50kA TPN MCCB, Ics=100% Icu, with Suitable HP fully automatic Star/Delta starter with overload

protection, current sensing type single phase preventor complete with all acceessories and internal wiring

required for automatic operation, selector switch for local/remote, auto/manual/OFF operation. - 2 sets

DIESEL ENGINE CONTROL

Control for diesel engine comprising -Automatic/Manual selctor switch & 3 attempts starting device, timers

and relays as required, push buttons, start/stop in manual mode Indicating lamp for high/ Low Lub. Oil

pressure, High Water Temp and Engine on indication Battery charger suitbale for 12V/24 V DC with boost

and trickle selector switch, 0-30 V DC volt meter, and 0-20 A

DC Ammeter All standard relays and accessories for automatic operation of diesel engine System

Designing, Supply, Installation, Testing and commissioning of system controller to control operation of main

electric fire pump, diesel pump, Pressurization pump, Terrace pump in sequence as per specification

consisting of relays, timers. Sensors, annunciation

window for fault indication, complete as per specification

410 BOOSTER PUMP 1.00 No 118804.18 Rupees One Lakh

Supplying, installation, testing and commissioning of electric driven terrace pump suitable for Eighteen Thousand

automatic operation and consisting of following, complete in all respects, as required: (Terrace

Eight Hundred Four and

(a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller Paisa Eighteen Only

with stainless steel shaft, mechanical confirming to IS :

b) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts,

phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type

with Class-'F' insulation, conforming to IS-325.

(c) M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as

(d) Suitable cement concrete foundation duly plastered and with anti vibration pads.

900 lpm at 48 m Head

411 Supplying, installation, testing and commissioning of Electric driven Main Fire Pump suitable for 1.00 No 3,21,957.44 Rupees Three Lakh

automatic operation and consisting of following, complete in all Twenty One Thousand

respects, as required :

(a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller

Nine Hundred Fifty

with stainless steel shaft, mechanical seal conforming to IS 1520. Seven and Paisa Forty

(b) Suitable HP Squirrel cage induction motor, TEFC, synchronous speed 1500 RPM, suitable for Four Only

operation on 415 volts, 3 phase 50 Hz, AC supply with IP 55 protection for enclosure, horizontal

foot mounted type with Class-'F' insulation, conforming to IS-325.

(c) M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as

(d) Suitable cement concrete foundation duly plastered with anti vibration pads.

Note: *The head of the pump is selected in a manner so as to give a minimum 3.5kgf/cm2

pressure at the highest/farthest point.

2280 lpm at 75 m Head

IT NO. ITEM DESCRIPTION QTY UNIT Rate In Fig. Rate In Word AMOUNT

412 Supplying, installation, testing and commissioning of diesel engine driven main fire pump suitable 1.00 No 5,07,391.79 Rupees Five Lakh Seven

for automatic operation and consisting of following, complete in all respects, as required : (Diesel Thousand Three

Driven Pump) Horizontal type, multistage, centrifugal pump of cast of iron body and bronze

impeller with stainless steel shaft, mechanical seal conforming to IS

Hundred Ninety One

Suitable HP, 1500 RPM water cooled with radiator, diesel engine conforming to relevant IS and Paisa Seventy Nine

standard complete with auto starting mechanism, 12 /24 volts electric starting equipment, diesel Only

tank, exhaust pipe extended upto 10 m outside pump house duly insulated with 50 mm thick glass

wool with 1.0 mm thick

aluminium sheet cladding, residential silencer, instruments and protection as per standard

specification, stop solenoid for auto stop in the event of fault with audio indications, painted with

post office red colour etc. as required.

M.S fabricated, common base plate, coupling, coupling guard, foundation bolts etc. as required.

Suitable cement concrete foundation duly plastered and with anti vibration pads.

Note: * The head of the pump is selected in a manner so as to give a minimum 3.5kgf/cm2

pressure at the highest/farthest point.

2280 lpm at 75 m Head

413 Supplying, installation, testing and commissioning of electric driven pressurisation pump suitable 1.00 No 1,01,451.39 Rupees One Lakh One

for automatic operation and consisting of following, complete in all respects, as required : Thousand Four Hundred

Horizontal type, multistage, centrifugal pump of cast iron body and bronze impeller with stainless

Fifty One and Paisa

steel shaft, mechanical seal conforming to IS : 1520. Thirty Nine Only

Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase

Hz AC supply with IP 55 class of protection for enclosure, horizontal foot mounted type with Class-

'F' insulation, conforming to IS :

M.S.fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required.

Suitable cement concrete foundation duly plastered and with anti vibration pads.

180 lpm at 75 m Head

414 Infra Work 1,795.00 Cumt 112.02 Rupees One Hundred

Box cutting in road surface to proper slope and camber for making a base for Twelve and Paisa Two