Construction of Godown Building for 2000 MT Capacity for Civil Supply at Nakhatrana Dist.Kachchh.

Name of work :-

Construction of Godown Building for 2000 MT Capacity for Civil Supply at

Nakhatrana Dist. Kachchh.

Bill of Quantity

Memorandum showing items of works to be carried out.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

1 1706.40 Excavation for foundation upto 1.5 122.94 Rupees One Cu.M.

mt. depth including sorting out and Hundred

stacking of useful materials and Twenty Two

disposing the excavated stuff upto And Paise

any. lead (A) Loose or soft soil Ninety Four

2 792.00 Excavation for foundation upto 1.5 170.69 Rupees One Cu.M.

mt.to 3.0mt depth including Hundred

sorting out and stacking of useful Seventy And

materials and disposing the Paise Sixty

excavated stuff upto 50 mt. lead Nine Only

(B) Dence and Hard soil

3 792.00 Excavation for foundation for depth 184.77 Rupees One Cu.M.

from 3.0 m to 5.0 m including Hundred

sorting out and stacking of useful Eighty Four

materials and disposing off the And Paise

excavated stuff upto 50 Meter Seventy Seven

lead.(B) Dense or Hard soil Only

4 106.00 Providing and laying controlled 3956.63 Rupees Three Cu.M.

cement concrete M-150 and curing Thousand Nine

complete including the cost of form Hundred Fifty

work and reinforcement for Six And Paise

reinforced concrete work in : (a) Sixty Three

Foundations, footings Bases of Only

columns and the like and Mass

5 399.00 Providing and laying controlled 4619.42 Rupees Four Cu.M.

cement concrete M 250 using B.T. Thousand Six

stone aggregate and curing Hundred

complete including the cost of form Nineteen And

work but excluding the cost of Paise Forty

reinforcement for reinforced Two Only

concrete work in. (A) Foundation

footing, base of columns & mass

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

6 43.00 Providing and laying controlled 6047.88 Rupees Six Cu.M.

cement concrete M 250 using B.T. Thousand

stone aggregate and curing Forty Seven

complete including the cost of form And Paise

work but excluding the cost of Eighty Eight

reinforcement for reinforced Only

concrete work in. For RCC

Columns up to Plinth level.

7 287.00 Providing & laying cement concrete 3637.01 Rupees Three Cu.M.

1: 3 : 6 ( 1 Cement : 3 Coarse sand Thousand Six

: 6 graded B.T stone aggregate Hundred Thirty

20mm nominal size) Curing comp. Seven And

including cost of form work in Paise One Only

foundation and plinth.

8 219.00 Provinding and Laying controlled 5798.41 Rupees Five Cu.M.

cement concrete M-250 & including Thousand

finising smooth with curing Seven Hundred

complete including the cost of form Ninety Eight

work but excluding cost of And Paise

reinforcement concrete for RCC Forty One Only

PLINTH BEAM for any cross

sectional area of beam.

9 274.00 Brick work using common Brunt 4214.33 Rupees Four Cu.M.

clay building bricks having Thousand Two

crushing strength not less than 35 Hundred

Kg./Sq.cm.. in cement mortar 1:6 Fourteen And

(1cement : 6 fine sand) (b) Paise Thirty

Conventional In Foundation and Three Only

10 5199.00 Filling in foundation and plinth 269.75 Rupees Two Cu.M.

with murrum or selected soil in Hundred Sixty

layers of 20cm. thickness including Nine And Paise

watering, ramming and Seventy Five

consolidating etc. complete. Only

11 1260.00 Filling in plinth with sand under 481.80 Rupees Four Cu.M.

floors including watering ramming, Hundred

consolidating and dressing complete Eighty One

12 239.00 Filling available excavated earth 136.92 Rupees One Cu.M.

(excluding rock) in trenches. plinth, Hundred Thirty

sides of foundations etc. in layers Six And Paise

not exceeding 20 cm. in depth Ninety Two

consolidating each disposited layer Only

by ramming and watering

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

13 1194.00 Applying general insecticide pest 91.63 Rupees Ninety Sq.M.

control treatment to floors, One And Paise

cupboards etc. including labour Sixty Three

material etc. complete. Using Only

Heptachloride 20 EC. As Per

6113_pests Concentration Weight

0.50 percent is recommended one

litre chemical emulsion dilute with

39 litter of water will give. Total

dilute concentration will be 40 litre

inclusive of one litre chemical

emulsion application 0.5 Litre

chemical / Sq.M.. of surface is

recommended as per I.S

14 941.00 Providing and laying Ordinary 5547.93 Rupees Five Cu.M.

cement concrete M 250 for C. C. Thousand Five

Road / wearing coat with Hundred Forty

Providing and mixing 12 mm Seven And

Recron 3S 900 gm / cubic meter Paise Ninety

and curing including cost of Three Only

formwork, compaction and

finishing of cement concrete

road by trimix vacuum

dewatering process on cement

concrete road surface by using

vacuum dewatering pump, surface

floater, surface vibrator including

channelling and making grooves

and rough finish to surface

by providing expansion joints,

construction joints and filling of

joints with asphalt filler as directed

by Engineer In Charge and as per

specification .

15 32.50 Providing and laying controlled 9347.72 Rupees Nine Cu.M.

cement concrete M-250 and curing Thousand

comp. including the cost of form Three Hundred

work but excluding the cost of Forty Seven

reinforcement for reinforced And Paise

concrete work for Columns, pillars, Seventy Two

posts and struts AT GROUND Only

16 38.00 Provinding and Laying controlled 9388.66 Rupees Nine Cu.M.

cement concrete M-250 and with Thousand

curing etc.complete. Including the Three Hundred

cost of formwork but excluding the Eighty Eight

cost of reinforcement for R.C.C And Paise Sixty

work in Column heving any cross Six Only

section area of Column.For First

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

17 41.00 Provinding and Laying controlled 7665.91 Rupees Seven Cu.M.

cement concrete M-250 and with Thousand Six

curing etc.complete. Including the Hundred Sixty

cost of formwork but excluding the Five And Paise

cost of reinforcement for R.C.C Ninety One

work in beam heving any cross Only

section area of BEAM. for First

18 41.00 Providing and laying controlled 7429.56 Rupees Seven Cu.M.

cement concrete M-250 and curing Thousand Four

complete including the cost of form Hundred

work but excluding the cost of Twenty Nine

reinforcement for reinforced And Paise Fifty

concrete work in Beam and Lintels Six Only

19 67.00 Providing and laying controlled 7416.43 Rupees Seven Cu.M.

cement concrete M-250 and curing Thousand Four

complete including the cost of form Hundred

work but excluding the cost of Sixteen And

reinforcement for reinforced Paise Forty

concrete work in CHHAJJAS For All Three Only

20 39.00 Provinding and Laying controlled 13030.14 Rupees Cu.M.

cement concrete M-250 including Thirteen

finising smooth with curing Thousand

complete including the cost of form Thirty And

work but excluding cost of Paise Fourteen

reinforcement for reinforced Only

concrete work in VARTICAL AND

HORIZONTAL FINS/ PADADI For

21 193823.00 Providing TMT Bar FE 550D 94.99 Rupees Ninety Kg

reinforcement for R.C.C. work Four And Paise

including bending, binding and Ninety Nine

placing in position complete upto Only

floor two level

22 107.00 Providing and laying brick work 4496.05 Rupees Four Cu.M.

using common burnt clay building Thousand Four

conventional type bricks having Hundred

crushing strength not less than 35 Ninety Six And

Kg./Sqcm. in super structure in Paise Five Only

cement mortar 1:6 (1 cement :

fine sand) for Ground floor

including the cost of all materials

and labour charges etc. complete.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

23 80.00 Providing and laying brick work 4538.48 Rupees Four Cu.M.

using common burnt clay building Thousand Five

conventional type bricks having Hundred Thirty

crushing strength not less than 35 Eight And

Kg./Sqcm. in super structure in Paise Forty

cement mortar 1:6 (1 cement : 6 Eight Only

fine sand) for First floor including

the cost of all materials and labour

charges etc. complete.

24 50.00 Providing and fixing rolling shutters 3554.40 Rupees Three Sq.M..

of approved make made of 80 mm Thousand Five

wide M.S. laths inter-locked Hundred Fifty

together through their entire length Four And Paise

and jointed together at the ends by Forty Only

end locks mounted on specially

designed pipe shaft with bracket

plates, guide channels and

arragements for inside and outside

locking with push-pull operation

including the cost of hood cover

and spring etc. complete.(B)

Shutters having width below 3.5 M.

25 36.00 Providing and fixing Glass bicks 3077.47 Rupees Three Sq.M..

Partition using glass brick of Thousand

required design,type size of glass Seventy Seven

bick 19 x 19 cm and fixing the And Paise

same with 4mm dia alluminium Forty Seven

bar at every 3rd layer with white Only

cement etc.complete.

26 1045.00 Providing & fixing M.S. Grill using 132.31 Rupees One Kg

16 mm dia M.S. Bars @ 15 cm C/C Hundred Thirty

fixed in frame using angle 35 mm x Two And Paise

6 mm, 35 x 6 mm flat in center, Thirty One Only

and Galvanized wiremesh jali

20mm x 20 mm spacing, including

red lead primer coat and two coats

of oil painting etc. complete.

27 262.00 Providing 10 mm thick cement 212.15 Rupees Two Sq.M..

plaster in single coat on fair side Hundred

brick/concrete walls for interior Twelve And

plastering upto floor two level and Paise Fifteen

finished even and smooth in Only

cement mortar 1:3 (1 cement :

sand) including finishing with a

floating coat of neat cement slurry

etc. complete for Ceiling .

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

28 1029.00 Providing 15mm thick cement 211.82 Rupees Two Sq.M.

plaster in single coat on Hundred

brick/concrete walls for interior Eleven And

plastering upto floor two level and Paise Eighty

finished even and smooth in (i) Two Only

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

sand) including finishing with a

flating coat of neat cement slurry

etc. complete. for Ground Floor

29 1409.00 20mm thick sand faced cement 315.69 Rupees Three Sq.M.

plaster on walls upto height 10 Hundred

metres above ground level Fifteen And

consisting of 12mm thick backing Paise Sixty

coat of C.M. 1:3 (1-cement : 3- Nine Only

sand) and 8mm thick finishing coat

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

30 114.00 Providing and laying polished Kota 1013.87 Rupees One Sq.M.

stone slab flooring over 20mm Thousand

(Average) thick base of cement Thirteen And

mortar 1:6 (1-cement : 6-coarse Paise Eighty

sand) or L.M. 1.1.5 (1-Lime putty Seven Only

:1.5 - coarse sand) laid over and

jointed with grey cement slurry

mixed with pigment to match the

shade of slab including rubbing

and polishing etc. complete. (A)

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

31 141.00 Providing and laying water proofing 1070.33 Rupees One Sq.M.

tretment with chaina mosaic tiles Thousand

flooring over avg 40 mm C.C. 1:2:4 Seventy And

{1 Cement : 2 sand : 4 Kapachi / Paise Thirty

Gritt 6 to 12 mm size} bedding for Three Only

maintaining slope for plain and

curve surface & 12 mm to 20 mm

of broken piece of seramic / glazed

tiles ( one for more color as directed

) to be laid over cement mortar

bedding of C M 1:3 (1 cement :

sand ) containg one Kg of water

profing materials per bag of O P C

at plain or / and slops and to be

tempered to bring mortar eramic

up to surface with using white

cement and colour pigment

including rounding of junctions

and extending them up to 15 cm

along the wall and curing with

bends any pattens or design as per

drawing and cleaning by using

oxalic acid etc complete.

32 2950.00 Applying two coats of putty & two 40.59 Rupees Forty Sq.M.

coats of primer of approved brand And Paise Fifty

and manufacture on new wall Nine Only

surface to give an even shade

including thoroughly brushing the

surface free from mortar dropping

and other foreign matter and sand

papered smooth.

33 2950.00 Wall painting (two coats) with 84.37 Rupees Eighty Sq.M.

plastic emulsion paint of approved Four And Paise

brand and manufacture on Thirty Seven

undecorated wall surface to give an Only

even shade including throughly

brushing the surface free from

mortar droppings and other foreign

matter and sand papered smooth.

34 5908.00 Finishing wall with weatherproof 120.26 Rupees One Sq.M.

exterior emulsion paint on wall Hundred

surface (two coats) to give an Twenty And

required shape even shade after Paise Twenty

thoroughly brushing the surface to Six Only

remove all dirt and remains of loose

powdered materials.etc.complete.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

35 1526.00 Providing and Fixing PROFLEX type 4055.15 Rupees Four Sq.M.

self supported Roof (Arch Type) Thousand Fifty

using Cold rolled,Galvalume steel Five And Paise

colour coated sheet 1.1mm thick Fifteen Only

conforming to ASTMA 653,A792

DIN,ALU Zinc Coating : AZ150 and

Regular Modified Polyster painting

with epoxy primer service coat at

bottom,including necessary fixtures

& Fastening for Lighting

arrangement and turbo ventilator

with sky light.

36 9.00 Providing and fixing Turbo 20321.20 Rupees Twenty Nos

Ventilator made from Alluminium Thousand

and stainless steel with ploy Three Hundred

Carbonate Sky Light of size 3 x 7 Twenty One

feet including fixing in roof with And Paise

ISI mark chemical water proofing Twenty Only

as directed by Engineer in charge

37 286.00 Providing throating or Plaster Drip 43.05 Rupees Forty Rmt

and moulding to RCC Chhajja. Three And

Paise Five Only

38 578.00 Providing 12mm wide groove/notch 20.20 Rupees Twenty Rmt

in plaster incluiding finishing the And Paise

same etc.complete for all height/ Twenty Only

39 143.00 Painting three coats on steel and 185.88 Rupees One Sq.M..

other metal surface with enamel Hundred

paint of approved quality brushing Eighty Five

interior to give an even shade And Paise

including cleaning the surface of all Eighty Eight

dirt, dust and other matters Only

including applying priming coat

over new steel.

40 1142.00 Providing and laying damp proof 321.97 Rupees Three Cu.M.

course 25mm thick cement Hundred

concrete 1:2:4 (1-Cement : 2 coarse Twenty One

sand : 4 stone aggregate 10 mm And Paise

nominal size) and curing complete Ninety Seven

41 3612.00 Removing dry or oil bound 11.53 Rupees Eleven Sq.M..

distemper by a washing and And Paise Fifty

scraping and sand papering the Three Only

wall surface smooth including

necessary repairs to scratches

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

42 1718.00 Box cutting the road surface to 109.24 Rupees One Cu.M.

proper slope and camber for Hundred Nine

making a base of road work And Paise

including removing the Twenty Four

excavated stuff and depositing Only

on the road side slope as

directed upto50 mts, lead.

43 675.00 Proviidng and laying W.B.M. of 1165.54 Rupees One Cu.M.

B.T.M.C. metal of size 45 mm to Thousand One

63 mm size including 20% Gritt Hundred Sixty

{Stone scrinning} & stone dust Five And Paise

as filler including spreading, Fifty Four Only

watering & consolidaion by

vibratory roller 80KN to

100KN static weight.

44 520.40 Providing and laying cement 3099.68 Rupees Three Cu.M.

concrete 1:3:6 (1 cement : 3 Thousand

coarse sand : 6 B.T. Crushed Ninety Nine

stone aggregates 40 mm. nominal And Paise Sixty

size) and curing complete Eight Only

excluding cost of from work in

:(a) Foundation and plinth

45 185.00 Providing and fixing pre-cast 400.87 Rupees Four Rmt.

concrete kerb stone of gray cement Hundred And

based concrete block 30cm Paise Eighty

length,30cm height and 15cm thick Seven Only

of M200 grade concret as per

approved design and including

excavation for fixing in proper line

and level,filling the joint with C:M

1:3 (1cement:3fine sand) etc

46 10.00 Providing & Fixing Of 06 Kg Dry 2730.03 Rupees Two Nos.

Chamical Powder Type Abc Fire Thousand

Extinguishers Of Stored Pressure Seven Hundred

Type With Mono Ammonium Thirty And

Phosphate Discharge Tube And Paise Three

Pressure Gauge Complete. As Per Is Only

47 10.00 Providing & Fixing Of 4.5 Kg Co2 5982.23 Rupees Five Nos.

Gas Type Fire Extinguishers Fitted Thousand Nine

With Screw Down Type High Hundred

Pressure Control Valve With 1.0 Eighty Two And

Mtr Long Rubber Braided Paise Twenty

Discharge Hose With Horn. The Three Only

Body Shall Be Cce Approved With

Is:2878 Marking And Supplied With

Initial Charge Of Co2 Gas. The

Valve Shall Confirm To Is:3224 And

As Per Is:15638.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

48 0.71 Clearing and grubbing road land 28455.09 Rupees Twenty Hectare

includinguprooting rank vegetation Eight

grass bushes, shrubs, sapling and Thousand Four

trees girth upto 300 mm removal of Hundred Fifty

stumps of trees cut earlier and Five And Paise

disposal of unservicable materials Nine Only

(C.) By meachanical means in area

of light jungle

49 461.00 Earth work for embankment 169.28 Rupees One Cu.M.

including breaking clods, dressing, Hundred Sixty

with all, lead and lift (excluding Nine And Paise

watering and consolidation) (E) Twenty Eight

From borrow area within 3 Km. lead Only

50 3046.00 Rolling & watering of earthwork in 22.96 Rupees Twenty Cu.M.

layers with vibratory roller Two And Paise

including filling in depressions Ninety Six Only

which occurs during the process

51 560.00 Providing 6.0 Kg f/cm2 working 210.08 Rupees Two Rmt.

pressure polythelene pipes of the Hundred Ten

following outside dia. Low density, And Paise

complete with special flange Eight Only

compression type fittings wall

clamps etc. including making good

the wall, ceiling and floor including

Lowering, laying in TRENCHES and

jointing PVC pipes and specials of

following class and diameter

including cost of conveyance

52 400.00 Providing 6.0 Kg f/cm2 working 431.27 Rupees Four Rmt.

pressure polythelene pipes of the Hundred Thirty

following outside dia. Low density, One And Paise

complete with special flange Twenty Seven

compression type fittings wall Only

clamps etc. including making good

the wall, ceiling and floor. including

Lowering, laying in TRENCHES and

jointing PVC pipes and specials of

following class and diameter

including cost of conveyance

53 10.00 Providing and Construction of 1135.24 Rupees One Nos

Junction chambers of size 0.35 x Thousand One

0.35 x 0.60 mt. with Foundation Hundred Thirty

Concrete in CM 1:2:4 10 Cm thick, Five And Paise

Half Brick Masonary wall in CM Twenty Four

1:4, 50 mm thick Flooring in CC Only

1:2:4 Inside Plaster 15 mm thick in

C.M. 1:4 including connecting of

rainwater pipe as per detailed

drawing and as directed by

Engineer in charge

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

54 4.00 Providing and constructing filter 11807.91 Rupees Eleven Nos

chamber of size 2.06 x 1.21 x 1.20 Thousand

mt. with Foundation Concrete in Eight Hundred

CM 1:2:4 12.5 Cm thick, 23 cm Seven And

thick Brick masonary in CM 1:6, Paise Ninety

Half Brick Masonary Partition wall One Only

in CM 1:4, Inside Plaster 15 mm

thick in C.M. 1:4 and cover slab

cm thick in CM 1:2:4 with

necessaary reinforcement and

Filling 30 cm with 25 to 40 mm size

Kapachi and Coarse sand for 90 cm

as directed including connection

rainwater pipes as per detailed as

directed by Engineer in charge

including cost of labour and

55 4.00 Providing water harvesting pit of 54827.85 Rupees Fifty Nos

2.00 mt x 2.00mt x 4.00 mt. size Four Thousand

for water logging with excavation in Eight Hundred

any strata upto four meter depth, Twenty Seven

filling the pit with B.T.Metal 40 mm And Paise

in 0.60 mt. depth with 25-40mm Eighty Five

kapachi, 0.30 mt. depth and 2.0 Only

mt. depth with coarse sand in

layers including making P.V.C. line

for water inlet etc. as directed with

250mm dia bore 35 mt. depth and

150mm dia P.V.C. pipe of 10 Kg.

f/Cm2 casing with gravel packing

or as directed.

56 2.00 Providing septic tank for sanitary 23497.65 Rupees Twenty Nos

line with excavation in hard Three

murrum CC 1:3:6 foundation Thousand Four

conventional brick masonry in Hundred

foundation and plinth in Cement Ninety Seven

Mortar 1:5, CC M-200 for RCC slab And Paise Sixty

and required TMT bars Five Only

reinforcement 15mm thick cement

plaster in CM 1:3 inside with

floating coat neat cement slurry,

25mm thick sand faced plaster for

out side of septic tank, 50mm thick

CC 1:2:4 I.P.S. flooring with CC

1:3:6 bedding, 100mm dia C.I.

airvent pipe with cowl 0.60 x

mtr size C.I. manhole cover fixing

with RCC slab etc complete

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

57 2000.00 Providing erecting and fixing double 3.94 Rupees Three Litre

coated ISI water tank of required And Paise

capacity each with all necessary Ninety Four

fittings and .connection etc. Only

complete on terrace

58 125.00 Steel work, welded in built up 9361.96 Rupees Nine Qtl.

sections framed work including Thousand

cutting, hoisting, fixing in position Three Hundred

and applying a priming coat of read Sixty One And

lead paint. (D) In trussses and Paise Ninety

trussed purlins, upto 25 M. span Six Only

and 15 M. ovarall height.

59 140.00 Painting two coats (excluding 92.20 Rupees Ninety Sqm.

priming coat) on new steel and Two And Paise

other metal surface with enamel Twenty Only

paint, brushing, interior to give an

even shade including cleaning the

surface an even shade including

cleanicn the surface of all dirt, dust

and other foreign matter.

60 250.00 Providing corrugated G.I. sheet of 734.19 Rupees Seven Sqm.

class-3 roofing fixed with Hundred Thirty

glavanished iron J or L Hooks, Four And Paise

Bolts and nuts 8mm diameter with Nineteen Only

bitumen and G.I. limpet washer or

G.I. limpet washer. filled with white

lead complete excluding the cost of

purlins, Rafters and Trusses.(1)

0.80 mm thick sheet.

61 24.00 Point wiring for Light / Bell with 491.87 Rupees Four Pt.

2-1.5 sq.mm & earth wire of 1.5 Hundred

sq.mm (Green) both are of ISI Ninety One

marked 1.1 kV grade FRLS PVC And Paise

insulated multi strand copper wires Eighty Seven

up to 10 mtr length , in below type Only

of pipe erected with 6A Modular

type switch / bell push &

accessories and earth continuity of

following type, erected on PVC /

Metallic/Wooden box, single

mounting base frame covered with

textured/metallic/white front plate

modules erected on / in wall /

ceiling as per pipe erected, with

necessary Lamp holder/ceiling rose

/ H.D.Connector as directed. (j) in

existing pipe erected concealed in

wall/ceiling complete

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

62 10.00 Point wiring for Individual Plug 681.75 Rupees Six Pt.

with & earth wire of 1.5 sq.mm Hundred

(Green) both are of ISI marked 1.1 Eighty One

kV grade FRLS PVC insulated multi And Paise

strand copper wires up to 10 mtr Seventy Five

length, in below type of pipe Only

erected complete with Modular

type switch & 5 pin Plug erected

on PVC / Metallic/Wooden box

covered with appropriate front plate

modules erected on / in wall /

ceiling as per pipe erected with

following type of accessories. [II]

For 16A Plug and 16 amp switch

with 2-2.5 sq.mm Cu. Wire from

mcb db board. (j) in existing pipe

erected concealed in wall/ceiling

complete Cat. III

63 10.00 Point wiring for on board Looped 309.06 Rupees Three Pt.

Plug with 6A Modular type switch & Hundred Nine

5 pin socket erected on PVC / And Paise Six

Metallic/Wooden box, single Only

mounting base frame covered with

textured / metallic/white front

plate modules erected on / in wall

/ ceiling with following type

64 400.00 Providing and erecting ISI mark 24.24 Rupees Twenty Mtr.

Medium class RIGID PVC PIPES of Four And Paise

following size complete to be Twenty Four

erected on/in wall or ceiling Only

erected with necessary PVC fittings

& Junction boxes fixed with

adhesive solution & Clamps with

following dia of pipes, in approved

manner as directed (a)20 mm

65 350.00 (b) 25 mm 33.33 Rupees Thirty Mtr.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

66 200.00 Providing and erecting Mains with 58.58 Rupees Fifty Mtr.

1.1 kV grade FRLS PVC insulated Eight And

ISI marked stranded Copper Paise Fifty

conductor wire in following type of Eight Only

pipe to be erected concealed in

/flushed on wall/ceiling, with

sq. mm copper conductor FRLS

PVC insulated stranded wire of

green colour for earth continuity of

following size (E) in existing pipe

(a) 2 wire 1.5 sq. mm

67 300.00 (E) in existing pipe (b) 2 wire 2.5 sq. 78.78 Rupees Mtr.

mm Seventy Eight

68 120.00 providing and erecting Mains with 152.51 Rupees One Mtr.

1.1 kV grade FRLS PVC insulated Hundred Fifty

ISI marked stranded Copper Two And Paise

conductor wire in following type of Fifty One Only

pipe to be erected in / on wall /

ceiling with 2.5 sq. mm copper

conductor FRLS PVC insulated

stranded wire of green colour for

earth continuity of following size (E)

in existing pipe (b) 2 wire 6 sq. mm

69 20.00 providing and erecting Mains with 70.70 Rupees Mtr.

ISI marked, 1.5kV grade electrolyte Seventy And

multi stranded, annealed copper Paise Seventy

conductor with heat resistant PVC Only

insulated conforms to IS 694, IEC -

227 erected in existing pipe of

following size (Specifically for

control panel, relays, power

switchgears, motor starters &

control wiring) with required size of

copper lugs, nuts and bolts if

required. (e) One wire 6.00 sq. mm

70 5.00 (g) One wire 16.00 sq. mm 177.76 Rupees One Mtr.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

71 120.00 Supplying and erecting Flexible 58.58 Rupees Fifty Mtr.

PVC insulated multi strand multi Eight And

core 1.1 kV grade ISI marked Paise Fifty

copper wires of following size to be Eight Only

erected as directed. (e) 1.50 Sq.mm

3 core round PVC sheathed

72 5.00 Providing & erecting Switch board 1133.22 Rupees One Ea.

for Computer or electric apparatus Thousand One

consisting of following modular Hundred Thirty

type accessories mounted with Three And

PVC / Metallic concealed/open Paise Twenty

box with single mounting base Two Only

frame covered with

textured/metallic /white front

plate,modules erected with

necessary connections as directed.

1 no. 6A/16A universal plug-switch

combined. 3 nos. 6A Switch 3 nos.

6A 5 pin Plug For Modular Type

Accessories Cat. III

73 24.00 Supplying and erecting LED indoor 535.30 Rupees Five Ea.

fittings with LEDs of wattage 0.2 Hundred Thirty

Watt to 0.5 Watt assembled on Five And Paise

single MCPCB, with housing used Thirty Only

as a heat sink shall be made of

thick sheet Steel conforming to IS:

513/CRCA/ aluminium die cast

powder coated and high U.V. &

corrosion resistance with diffuser

with company mark/name 160V to

270V, Power Factor more than

CCT 3000 K to 6500K,

Luminaire efficacy>

lumens/watt ,LED

LED driver efficiency > 85 %

( fitting required LM-79 & LM-80

Certificates)(NOTE: Below

description have shown ranges of

Wattage capacity of LED

fittings.The Engineer incharge may

select any wattage capacity

between the ranges shown.)

(A) Tube Light with integral driver

(v) 36-40 Watts, Surge-2 kV, IP-20,

conventional 4 feet

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

74 10.00 Supplying and erecting LED street 5080.30 Rupees Five Ea.

light / Flood light fittings with High Thousand

power White LEDs wattage of 3 Eighty And

Watt and above assembled on Paise Thirty

single MCPCB, efficiency more than Only

130 lm/w and corrosion free High

pressure die cast aluminum

housing with smooth finish powder

coated and heat sink extruded

aluminium with diffuser and

Polycarbonate optics/ lenses, with

toughened glass with company

mark/name engraved or embossed

160 to 270 V,Power Factor more

than 0.95, THD < 10 %, CCT

K to 5700K,Uniformity ratio >0.45,

Luminaire efficacy>

lumens/watt . LED driver efficiency

> 85 %.( fittings required LM-79 &

LM-80 certificates)(NOTE: Below

description have shown ranges of

Wattage capacity of LED

fittings.The Engineer incharge may

select any wattage capacity

between the ranges shown.)

(A) Street Light (IP-65), Surge

protection -4KV integral and ,Light

must have 440VAC line supply with

over-voltage protection.

75 28.00 (B) Flood Light (IP-65), Surge 6177.16 Rupees Six Ea.

protection -4kV integral and ,Light Thousand One

must have 440VAC line supply with Hundred

over-voltage protection. Seventy Seven

(iv) 90 - 119 watts Cat-lll And Paise

76 2.00 Providing and erecting Approved 6790.23 Rupees Six Ea.

make Four pole moulded case Thousand

circuit breaker having breaking Seven Hundred

capacity ICU of 25 KA. at 415 Ninety And

V,having normal current rating up Paise Twenty

to 25 A to 100A. with Fixed thermal Three Only

& magnetic release suitable to work

on A.C. supply 50 Hz. with all

internal connections, spreader

tinned copper & complete erected

in existing 16 G.M.S. housing.

ICS=100% of ICU only Cat III

77 1.00 Enclosure of FP MCCB 25A to 679.02 Rupees Six Ea.

100A. (10% amount of SOR item Hundred

no.3-4-1 has been considered) Seventy Nine

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

78 0.80 Supplying and erecting triple pole 3202.71 Rupees Three Rn.Mtr

& neutral 440V / 500V panel Thousand Two

mounting Copper Busbars with Hundred Two

four equal Nos. of electrolyte bus And Paise

having current density not more Seventy One

than 1.6 Amp. / sq.mm (Rated Only

current / cross section area) duly

wrapped with colour insulating

tape for phase sequence of

following current carrying capacity,

erected with necessary bus bar

supports /insulators, main cable

socket to each bar, erected in

existing cubical panel with

necessary connections. (B)

Suitable for 200 Amp. capacity

79 56.00 providing and erecting Miniature 123.22 Rupees One Ea.

circuit breaker single pole 6A to Hundred

25A suitable to operate on 240 V Twenty Three

A.C. system and having breaking And Paise

capacity 10 KA to be erected in Twenty Two

existing box. confirming to IS Only

8828/1996 with ISI Mark

80 12.00 Providing & erecting 240 V MCB 362.59 Rupees Three Ea.

double pole switch for motor & Hundred Sixty

inductive load (C Curve) having Two And Paise

10 KA breaking capacity & Fifty Nine Only

confirms to IS : 8828 in existing

box having following capacity

81 5.00 Providing & erecting 415 V MCB 736.29 Rupees Seven Ea.

Four Pole for Motor & Inductive Hundred Thirty

Load (C Curve) having 10KA Six And Paise

breaking capacity & confirms to IS Twenty Nine

:8828 in existing box having Only

following capacity

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

82 4.00 Providing and erecting Sheet Steel 1492.78 Rupees One Ea.

powder coated MCB distribution Thousand Four

board - flush / surface mounted Hundred

fitted with busbar, neutral link, Ninety Two

earth bar and DIN rail, Conforms to And Paise

IS 8623-1 & 3, IEC 61439-1 & 3 Seventy Eight

without MCB to house appropriate Only

nos. of MCBs.(The DBs should be

used of same company of MCB to

be used) suitable for

(A) single phase incoming and

horizontal single phase outgoing

(b) sheet steel double door

83 4.00 providing and erecting Approved 2458.34 Rupees Two Ea.

make RCCBs conforming to IS: Thousand Four

12640 and having sensitivity of 30 Hundred Fifty

mA and Short Circuit withstand Eight And

capacity of 10 KA and suitable for Paise Thirty

operation on single phase 240 Four Only

V,50Hz. having characteristic of

quick action & tripping with all

advance feature & do not

incorporate any electronic

component. for following Max.

rating erected as directed

(ii) 40Amps. DP

84 12.00 Providing and erecting HOT deep 77.77 Rupees Kg

Galvanised iron strip/wire Seventy Seven

4.064mm to 1.626mm. And Paise

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

85 4.00 Supplying & erecting earth pit of 4591.46 Rupees Four Ea.

minimum bore dia.150mm size Thousand Five

approved make Earthing Electrode Hundred

consisting Pipe-in-Pipe Technology Ninety One

as per IS 3043-1987 made of And Paise

corrosion free hot dipped G.I.Pipes Forty Six Only

having Outer pipe dia of 50mm

having 80-200 Micron galvanising,

Inner pipe dia of 25 mm having 200-

250 Micron galvanising, connection

terminal dia of 12mm with

constant ohmic value surrounded

by highly conductive compound

with high charge dissipation

suitable for following type of

applications with chamber and

heavy duty cover. (A)(approved

make OEM has to submit test

certificate including value of earth

resistance of installation duly

stamped and signed by agency and

officer Incharge has to ensure the

value of earthing resistane

mentioned in test Certificate) &

having back filling compound of (B)

Inner chemical (CCM Compound)-

Resistivity:- 0.2 ohm / meter

testing as per IEC 62561-2017,

Voltage drop:- < 1 volt at no load &

86 1.00 Providing & erecting weather proof, 10468.65 Rupees Ten Sq.Mtr

dust & vermin proof, floor mounted Thousand Four

front operated indoor type cubical Hundred Sixty

panel board necessary IP-42 and Eight And

above protection as per approval Paise Sixty Five

from engineer incharge made from Only

14 SWG thick CRC M.S. sheet for

outer body & doors, 16 SWG thick

CRC M.S.sheet for internal

partitions with necessary

accesories , supporting angles/

flats channel including cutting,

bending, drilling, welding, riveting

with internal partitions & cable

alley as per requirements &

instruction of engineer-in-charge

with erection of supplied switch

gears, BUSBARS, suitable size of

inter connecting PVC copper wire /

copper-aluminium strips, rubber

grommets, rib, bakelite control

fuses/MCB for measuring

instruments, earth bus & earth

bolts, foundation flange - bolts-

base Plates, sufficient nos. of

hinged doors, handles with locking

arrangement and rubber

gasket,heavy duty end terminal

connection,danger notice

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

87 25.00 Providing , erecting , fabricating the 77.77 Rupees Kg

M.S. structure as per requirement Seventy Seven

on site incorporating proper size of And Paise

M.S. angles,square,round, flats, Seventy Seven

bars, channels, sections complete Only

with cutting, welding, grinding &

finishing duly painted with one

coat of red oxide with erection on

site as per direction of engineer in

charge with necessary grouting,

cementing, plastering & finishing

88 50.00 Providing and erecting FRLS- 264.62 Rupees Two Mtr.

XLPE(IS:7098)(I)-88 ISI armoured Hundred Sixty

cable multistrand Aluminium Four And Paise

conductor for 1.1 kV. to be laid on Sixty Two Only

wall with necessary clamps or in

existing trench / pipe of following

size of cables (B) 3 1/2 core

Sq. mm ( 16 Sq. mm 1/2 core)

89 400.00 Providing and erecting FRLS-XLPE 168.67 Rupees One Mtr.

(IS:7098)(I)-88 ISI armoured cable Hundred Sixty

multistrand / Solid Aluminium Eight And

conductor for 1.1 kV. to be laid on Paise Sixty

wall with necessary clamps or in Seven Only

existing trench / pipe of following

size of cables (C) 4 core 10 Sq. mm

90 200.00 Making trench in Hard Murrum / 74.74 Rupees Mtr.

Tar Road of suitable width of 90 cm Seventy Four

or required depth for laying any And Paise

size of cable or locating the fault Seventy Four

all over the run and back filling the Only

same and making the surface as

91 30.00 Providing & laying. R.C.C. Hume 226.24 Rupees Two Mtr.

pipe for cable to be laid 90 cm. Hundred

below ground across the road Twenty Six And

crossing or on floor with necessary Paise Twenty

material in an approved manner Four Only

and making the ground as per

(F) 100 mm dia.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

92 220.00 Providing & laying approved make 62.62 Rupees Sixty Mtr.

Double walled corrugated pipes Two And Paise

(DWC) of polyethylene(conforming Sixty Two Only

to IS 14930 II )with necessary

connecting accessories of same

material at required depth in

existing trench for laying of cable.

below ground / road surface for

enclosing cable (A)50 mm outer dia

93 48.00 Providing and, fixing heavy duty 38.38 Rupees Thirty Ea.

flange type brass cable gland with Eight And

rubber ring for PVC insulated Paise Thirty

armoured cable complete with out Eight Only

going tails, insulating tape etc for

following size of cables.

(C) 2 to 4 core 10 Sq. mm

94 2.00 Providing and, fixing heavy duty 75.75 Rupees Ea.

flange type brass double Seventy Five

compression type cable gland with And Paise

rubber ring for PVC insulated Seventy Five

armoured cable complete with out Only

going tails, insulating tape etc for

following size of cables.

(B) 3 & 1/2 core 35/50 Sq. mm

95 192.00 Solder less crimping type 13.13 Rupees Ea.

Aluminium lugs conforming to IS Thirteen And

suitable for cable of following size Paise Thirteen

evenly crimped with high pressure Only

tool & connected to switchgear

terminals with brass/cadmium

plated nut bolts in an approved

96 2.00 (C) 16/25 Sq.mm. 15.15 Rupees Fifteen Ea.

97 6.00 (D) 35/50 Sq.mm. 20.20 Rupees Twenty Ea.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

98 10.00 Supply of approved make FRP Pole 13476.43 Rupees Ea.

having following specifications: Thirteen

FRP Light Pole made by CNC Thousand Four

filament winding machine using Hundred

thermoset resin polyester/epoxy Seventy Six

resin system) having minimum And Paise

62% glass content. The pole should Forty Three

be in one piece and tapered round Only

in shape, having smooth finish and

should be totally free from

corrosion as well as non conductive

& shock proof Pole should be

provided with FRP Anchor Base

and it should be heavy duty, or MS

Material duly painted with Epoxy

paint. Pole should be flame

retardant as per IS 6746. Resin

used shall be UV resistance and

pigmented. A highly weather

resistant polyurethane coating

shall be applied to the pole after

applying suitable primer system

that ensures proper adhesion of the

paint. Minimum coating thickness

shall be 80 to 100 micron.

Deflection of the pole shall not

exceed more than 10% of the

length of pole for the given load“

Pole should be generally made as

99 10.00 Providing FRP/GRP arm bracket of 2186.65 Rupees Two Ea.

having 15˚ arm with 50 mm OD Thousand One

pipe *5 mm thk,1000mm long from Hundred

pole centre Eighty Six And

(A) Single arm bracket Paise Sixty Five

100 14.00 Supplying & erecting approved 476.72 Rupees Four Ea.

make SMC press moulded Hundred

composite FRP. loop-in, loop-out Seventy Six

approx. 2mm thick box complete And Paise

with Bakelite connector strip Seventy Two

5way(3P+N+E),DIN rail for Only

mounting mob & hinged doors as

per requirement having locking

arrangements with mounting clamp

with nuts, bolts & washers suitable

for erection on pole with cable

clamps& earth bolt of following size

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

101 1.00 Supplying & erecting approved 3168.37 Rupees Three Ea.

make Digital time switch having Thousand One

lithium cell 6 years operative and Hundred Sixty

operate battery backup 1 channel Eight And

day clock with 14 memory Paise Thirty

programme, suitable to operate on Seven Only

240V + 5%, 16A with, floating

contacts Minimum switching setup

time 1 minimum & LCD display.

Also comprised permanent

ON/OFF switching. Programming

switches & housed in fire proof

thermoplastic enclosure &

transparent cover erected as

required with necessary connection

erected as directed.

102 1.00 Supplying & erecting power 857.49 Rupees Eight Ea.

contactor ,AC3 duty for time switch Hundred Fifty

complete erected as per direction Seven And

Cat III Paise Forty

(C) 4 pole 440V 16 Amp. Nine Only

103 1.00 Supplying and erecting approved 1275.63 Rupees One Ea.

make panel mounting type Digital Thousand Two

Voltmeter having 3 digits LED Hundred

display, 0 to 750 AC Volts range Seventy Five

erected on existing panel board And Paise Sixty

with all connection, wiring etc .with Three Only

manufacturers calibration

104 1.00 Supplying and erecting approved 1558.43 Rupees One Ea.

make panel mounting type Digital Thousand Five

Ammeter having 3 digits LED Hundred Fifty

display, external CT operated, Eight And

calibrated for 0 to 1000 Amps Paise Forty

suitable to operate on 500 Volt AC , Three Only

erected on existing panel board

with all connection, wiring etc .with

manufacturers calibration

105 2.00 Supplying and erecting Ammeter / 317.14 Rupees Three Ea.

Voltmeter selector switch for 3 Hundred

phase AC Supply 500 V on existing Seventeen And

panel board with necessary Paise Fourteen

connections. Only

106 3.00 Providing & erecting L.T. Current 274.72 Rupees Two Ea.

Transformer with bar primary 50/5 Hundred

to 1000/5 ratio 15 VA burden Seventy Four

erected in existing CRCA box duly And Paise

secured with insulating materials Seventy Two

connected to the meter Only

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

107 3.00 Supplying and erecting approved 43.43 Rupees Forty Ea.

make suitable panel indicator LED Three And

type lamp, lens cover, complete Paise Forty

erected with necessary connections. Three Only

Rupees Five Crore Three Lakh(s) Forty Two Thousand Nine Hundred Forty Two And Paise

Forty Four Only

*Estimated amount *Estimated amount

Put to tender Rs……………………… Put to tender Rs………………………

Deduct : ………% below Add : ………% above

Net Rs……………………… Net Rs………………………

In words ……………………………… In words ………………………………

*(please strike out whichever is not applicable)

Note-1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the

Engineer-In-Charge for which no extra payment shall be made.

Note-2 Labour Cess shall be recovered as per SBD

Note-3 GST and Income tax TDS will be deducted at a source while making payments of bills.

Note-4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt.

G.R.: PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in

R.C.C. items where there is a change as per actual mix design the cost of difference of cement

consumption have been deducted from the rate of original item at the rate of input rate mentioned in all

Signature of Contractor Executive Engineer

R&B Division, Bhuj