Construction of Godown Building {2000 Metric Tonne Capacity} Office and Driver Rest Room at Shihori (Umbari) Dist. Banaskantha

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

1 Clearing and grubbing road land including uprooting rank vegetation grass 0.64 Hactor 34889.38 Rupees Thirty Four

Thousand Eight Hundred

bushes, shrubs, sapling and trees girth upto 300 mm removal of stumps of Hactor Eighty Nine And Paise

trees cut earlier and disposal of unserviceable materials Thirty Eight Only

(C.) By mechanical means in area of Thorny jungle

2 Earthwork for embankment including breaking clods, dressing with all lead 6360.00 Cu.M. 177.91 Rupees One Hundred

Seventy Seven And Paise

and lift and including watering rolling and consolidation of sub grade in Cu.M. Ninety One Only

layers at O.M.C. to required dry density including filling the depression

which occur during the process using power roller 8T to 10T.

(E) From Borrow area

3 Excavation for foundation upto 1.5 M. depth including sorting out and 2388.00 Cu.M. 122.94 Rupees One Hundred

Twenty Two And Paise

stacking of useful materials and disposing of excavated stuff with all lead. Cu.M. Ninety Four Only

(A) Loose or soft Soil

4 Excavation for foundation for depth from 1.5 Mt to 3 Mt. depth including 971.00 Cu.M. 170.50 Rupees One Hundred

Seventy And Paise Fifty

sorting out and stacking of useful materials and disposing of the excavated Cu.M. Only

stuff with all lead.

(B) Dense or Hard Soil

5 Excavation for foundation for depth from 3 Mt to 5 Mt. depth including 21.00 Cu.M. 182.94 Rupees One Hundred

Eighty Two And Paise

sorting out and stacking of useful materials and disposing of the excavated Cu.M. Ninety Four Only

stuff with all lead. lead.

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

(B) Dense or Hard Soil

6 Filling in foundation and plinth with sand in layers of 20 cm. Thickness 257.00 Cu.M. 444.75 Rupees Four Hundred Forty

Four And Paise Seventy

including watering ramming and consolidating etc. complete. Cu.M. Five Only

7 Filling available excavated Earth (Excluding Rock) in trench plinth side of 1290.00 Cu.M. 136.92 Rupees One Hundred Thirty

Six And Paise Ninety Two

foundation in layer not exceeding 20 cm in depth consolidation each Cu.M. Only

deposited layer by ramming and watering etc. complete.

Eighty Two And Paise

in Cu.M. Seven Only

thickness including ramming watering and consolidating etc. complete.

9 Carrying out plinth treatment to post construction / existing structure by 1312.00 Sq.Mt. 86.86 Rupees Eighty Six And

Paise Eighty Six Only

spraying chemical solution for termite control treatment including labour Sq.Mt.

and material consistent with I.S.I specification. Using Chlordene and

Chiorpurfiles 20 EC. As Per 6131_paret-II Concentration Weight one

percent is recommended i.e one litre 20 EC chemical emulsion with 19 liter

give 1 % concentration inclusive of one litre chemical emulsion application

at the rate of 5 Litre chemical / Sq.Mt of surface is recommended as per

10 Providing and laying controlled cement concrete M-150 and curing 114.00 Cu.M. 3845.06 Rupees Three Thousand

Eight Hundred Forty Five

complete including the cost of form work and but excluding cost of Cu.M. And Paise Six Only

reinforcement for reinforced concrete work in :

(a) Foundations, footings Bases of columns and the like and Mass

11 Providing and laying controlled cement concrete M-250 and curing 314.00 Cu.M. 4506.62 Rupees Four Thousand Five

Hundred Six And Paise

complete including the cost of form work but excluding the cost of Cu.M. Sixty Two Only

reinforcement for reinforced concrete work

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

in foundation footings, base of columns and mass concrete.

12 Providing and laying controlled cement concrete M-250 and curing 55.00 Cu.M. 7458.85 Rupees Seven Thousand

Four Hundred Fifty Eight

complete including the cost of form work but excluding the cost of Cu.M. And Paise Eighty Five Only

reinforcement for reinforced concrete work

in Columns, pillars posts and struts G.FLOOR

13 Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 400.00 Cu.M. 2978.97 Rupees Two Thousand Nine

Hundred Seventy Eight And

Crushed stone aggregates 40 mm. nominal size) and curing complete Cu.M. Paise Ninety Seven Only

excluding cost of from work in :

(a) Foundation and plinth

14 Providing and laying controlled cement concrete M-200 and curing 55.00 Cu.M. 4217.76 Rupees Four Thousand Two

Hundred Seventeen And

complete including the cost of form work but excluding the cost of Cu.M. Paise Seventy Six Only

reinforcement for reinforced concrete work

in foundation footings, base of columns and mass concrete.

15 Providing and laying controlled cement concrete M-200 and curing 109.00 Cu.M. 7411.38 Rupees Seven Thousand

Four Hundred Eleven And

complete including the cost of form work but excluding the cost of Cu.M. Paise Thirty Eight Only

reinforcement for reinforced concrete work

in Columns, pillars posts and struts G.FLOOR

16 Providing and laying controlled cement concrete M-200 and curing 23.00 Cu.M. 7451.31 Rupees Seven Thousand

Four Hundred Fifty One And

complete including the cost of form work but excluding the cost of Cu.M. Paise Thirty One Only

reinforcement for reinforced concrete work

in Columns, pillars posts and struts F.FLOOR

17 Providing and laying controlled cement concrete M-200 and curing 4.00 Cu.M. 7491.23 Rupees Seven Thousand

Four Hundred Ninety One

complete including the cost of form work but excluding the cost of Cu.M. And Paise Twenty Three

reinforcement for reinforced concrete work Only

in Columns, pillars posts and struts S.FLOOR

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

18 Providing and laying controlled cement concrete M-250 and curing 147.00 Cu.M. 5895.37 Rupees Five Thousand

Eight Hundred Ninety Five

complete including the cost of form work but excluding the cost of Cu.M. And Paise Thirty Seven

reinforcement for reinforced concrete work Only

in Plinth BEAMS

19 Providing and laying controlled cement concrete M-200 and curing 40.00 Cu.M. 5847.90 Rupees Five Thousand

Eight Hundred Forty Seven

complete including the cost of form work but excluding the cost of Cu.M. And Paise Ninety Only

reinforcement for reinforced concrete work

in Plinth BEAMS

20 Providing and laying controlled cement concrete M-150 and curing 18.00 Cu.M. 4137.97 Rupees Four Thousand One

Hundred Thirty Seven And

complete including the cost of form work but excluding the cost of Cu.M. Paise Ninety Seven Only

reinforcement for reinforced concrete work

in PLINTH SLAB

21 Providing and laying controlled cement concrete M-200 and curing 16.20 Cu.M. 6192.31 Rupees Six Thousand One

Hundred Ninety Two And

complete including the cost of form work but excluding the cost of Cu.M. Paise Thirty One Only

reinforcement for reinforced concrete work

in BEAMS Ground Floor

22 Providing and laying controlled cement concrete M-200 and curing 60.00 Cu.M. 6232.24 Rupees Six Thousand Two

Hundred Thirty Two And

complete including the cost of form work but excluding the cost of Cu.M. Paise Twenty Four Only

reinforcement for reinforced concrete work

in BEAMS for First Floor

23 Providing and laying controlled cement concrete M-200 and curing 3.00 Cu.M. 6272.16 Rupees Six Thousand Two

Hundred Seventy Two And

complete including the cost of form work but excluding the cost of Cu.M. Paise Sixteen Only

reinforcement for reinforced concrete work

in BEAMS for Second Floor

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

24 Providing and laying controlled cement concrete M-200 and curing 4.30 Cu.M. 7649.74 Rupees Seven Thousand

Six Hundred Forty Nine And

complete including the cost of form work but excluding the cost of Cu.M. Paise Seventy Four Only

reinforcement for reinforced concrete work

in Lintels Ground Floor

25 Providing and laying controlled cement concrete M-200 and curing 1.20 Cu.M. 7689.67 Rupees Seven Thousand

Six Hundred Eighty Nine

complete including the cost of form work but excluding the cost of Cu.M. And Paise Sixty Seven Only

reinforcement for reinforced concrete work

in Lintels First Floor

26 Providing and laying controlled cement concrete M-200 for reinforced 17.40 Cu.M. 8400.17 Rupees Eight Thousand

Four Hundred And Paise

concrete CHHAJJAS not exceeding 10 cm. Thickness up to floor two level Cu.M. Seventeen Only

including finishing the exposed surfaces with cement mortar 1:3 (1cement

:3 fine sand) to give a smooth surface centering and form work and curing

complete excluding cost of reinforcement. Ground Floor

27 Providing and laying controlled cement concrete M-200 for reinforced 8.50 Cu.M. 8440.10 Rupees Eight Thousand

Four Hundred Forty And

concrete CHHAJJAS not exceeding 10 cm. Thickness up to floor two level Cu.M. Paise Ten Only

including finishing the exposed surfaces with cement mortar 1:3 (1cement

:3 fine sand) to give a smooth surface centering and form work and curing

complete excluding cost of reinforcement. First Floor

28 Providing and laying controlled cement concrete M-200 for reinforced 0.20 Cu.M. 8480.00 Rupees Eight Thousand

Four Hundred Eighty Only

concrete CHHAJJAS not exceeding 10 cm. Thickness up to floor two level Cu.M.

including finishing the exposed surfaces with cement mortar 1:3 (1cement

:3 fine sand) to give a smooth surface centering and form work and curing

complete excluding cost of reinforcement. Second Floor

29 Providing and laying controlled cement concrete M-200 and curing 13.30 Cu.M. 6459.96 Rupees Six Thousand Four

Hundred Fifty Nine And

complete including the cost of form work but excluding the cost of Cu.M. Paise Ninety Six Only

reinforcement for reinforced concrete work

in Drop Paradi Ground Floor

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

30 Providing and laying controlled cement concrete M-200 and curing 7.40 Cu.M. 6499.89 Rupees Six Thousand Four

Hundred Ninety Nine And

complete including the cost of form work but excluding the cost of Cu.M. Paise Eighty Nine Only

reinforcement for reinforced concrete work

in Drop Paradi First Floor

31 Providing and laying controlled cement concrete M-200 and curing 2.00 Cu.M. 6539.81 Rupees Six Thousand Five

Hundred Thirty Nine And

complete including the cost of form work but excluding the cost of Cu.M. Paise Eighty One Only

reinforcement for reinforced concrete work

in Drop Paradi Second Floor

32 Providing and laying controlled cement concrete M-200 and curing 30.20 Cu.M. 6248.87 Rupees Six Thousand Two

Hundred Forty Eight And

complete including the cost of form work but excluding the cost of Cu.M. Paise Eighty Seven Only

reinforcement for reinforced concrete work in SLABS for Ground Floor

33 Providing and laying controlled cement concrete M-200 and curing 17.00 Cu.M. 6288.80 Rupees Six Thousand Two

Hundred Eighty Eight And

complete including the cost of form work but excluding the cost of Cu.M. Paise Eighty Only

reinforcement for reinforced concrete work in SLABS for First Floor

34 Providing and laying controlled cement concrete M-200 and curing 2.70 Cu.M. 6328.72 Rupees Six Thousand

Three Hundred Twenty

complete including the cost of form work but excluding the cost of Cu.M. Eight And Paise Seventy

reinforcement for reinforced concrete work in SLABS for Second Floor Two Only

35 Providing and laying controlled cement concrete M-200 and curing 3.30 Cu.M. 6446.83 Rupees Six Thousand Four

Hundred Forty Six And

complete including the cost of form work but excluding the cost of Cu.M. Paise Eighty Three Only

reinforcement for reinforced concrete work in STAIRCASES Ground Floor

36 Providing and laying controlled cement concrete M-200 and curing 3.30 Cu.M. 6486.76 Rupees Six Thousand Four

Hundred Eighty Six And

complete including the cost of form work but excluding the cost of Cu.M. Paise Seventy Six Only

reinforcement for reinforced concrete work in STAIRCASES First Floor

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

37 Providing and laying controlled cement concrete M-200 and curing 146.00 Cu.M. 4448.04 Rupees Four Thousand

Four Hundred Forty Eight

complete including the cost of form work but excluding the cost of Cu.M. And Paise Four Only

reinforcement for reinforced concrete work in FLOORING SLABS and

curing including cost of from work. Compaction and finishing of cement

concrete road by trimix process inclusive of labour charges for the trimix

vacuum dewatering process on cement concrete road surface by using

vacuum dewatering pump, surface floater, surface vibrator including

Channeling & making grooves and rough finish to surface by Providing

expansion Joints, Contraction joints & construction joints with filling of

joints with asphalt filler as directed by Engineer In charge & as per

specification.

38 Providing and laying controlled cement concrete M-200 and curing 24.00 Cu.M. 5744.88 Rupees Five Thousand

Seven Hundred Forty Four

complete including the cost of form work but excluding the cost of Cu.M. And Paise Eighty Eight Only

reinforcement for reinforced concrete work in Coping

39 Providing and laying controlled cement concrete M-200 and curing 12.80 Cu.M. 4053.13 Rupees Four Thousand Fifty

Three And Paise Thirteen

complete including the cost of form work but excluding the cost of Cu.M. Only

reinforcement for reinforced concrete work

in foundation footings, base of columns and mass concrete. (SUMP RAFT)

40 Providing and laying controlled cement concrete M-200 and curing 26.10 Cu.M. 6119.59 Rupees Six Thousand One

Hundred Nineteen And

complete including the cost of form work but excluding the cost of Cu.M. Paise Fifty Nine Only

reinforcement for reinforced concrete work in SUMP WALL

41 Providing & casting in situ ordinary cement concrete M-150 mix and 270.00 Cu.M. 3765.79 Rupees Three Thousand

Seven Hundred Sixty Five

Providing necessary pin headers including shuttering, scaffolding, laying, Cu.M. And Paise Seventy Nine

vibrating, curing and finishing complete without V Grooves. Only

(A) All Height

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

42 Extra for additional height of propping and centering where the height of 14.00 Sq.Mt. 407.75 Rupees Four Hundred

Seven And Paise Seventy

propping and centering exceeds 4.00 mt. Between supporting floor two Sq.Mt. Five Only

ceiling including temporary brick or stone pillars for supporting as required.

43 Providing T M T. bar reinforcement of Fe-500D for R.C.C. work including 33500.00 Kg. 77.57 Rupees Seventy Seven And

Paise Fifty Seven Only

bending binding and placing in position complete up to All floor Level Kg.

44 Providing T M T. bar reinforcement of Fe-500D for R.C.C. work including 123940.00 Kg. 77.29 Rupees Seventy Seven And

Paise Twenty Nine Only

bending binding and placing in position complete up to floor two level Kg.

45 Providing and laying Brick work using common Brunt clay building bricks 255.00 Cu.M. 4214.33 Rupees Four Thousand Two

Hundred Fourteen And

having crushing strength not less than 35 Kg./Sq.cm.. In foundation and Cu.M. Paise Thirty Three Only

plinth in cement mortar 1:6 (1cement : 6 fine sand)

(b) Conventional

46 Providing and laying Brick work using common Brunt clay building bricks 280.00 Cu.M. 4496.05 Rupees Four Thousand

Four Hundred Ninety Six

having crushing strength not less than 35 Kg./Sq.cm.. In super structure Cu.M. And Paise Five Only

above plinth level upto floor two level in cement mortar 1:6 (1cement :

fine sand)

(b) Conventional {Ground Floor}

47 Providing and laying Brick work using common Brunt clay building bricks 100.00 Cu.M. 4538.16 Rupees Four Thousand Five

Hundred Thirty Eight And

having crushing strength not less than 35 Kg./Sq.cm.. In super structure Cu.M. Paise Sixteen Only

above plinth level upto floor two level in cement mortar 1:6 (1cement :

fine sand)

(b) Conventional {First Floor}

48 Providing and laying Brick work using common Brunt clay building bricks 14.00 Cu.M. 4580.28 Rupees Four Thousand Five

Hundred Eighty And Paise

having crushing strength not less than 35 Kg./Sq.cm.. In super structure Cu.M. Twenty Eight Only

above plinth level upto floor two level in cement mortar 1:6 (1cement :

fine sand) (b) Conventional {Second Floor}

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

49 Providing and laying Half brick masonry in common brunt clay building 18.00 Sq.Mt. 696.33 Rupees Six Hundred Ninety

Six And Paise Thirty Three

bricks having crushing strength not less than 35 Kg./Sq.cm.. In cement Sq.Mt. Only

mortar 1:3 (1cement : 3 coarse sand) with 2 Nos. of 6 mm. Diameter mild

steel round bars after every three coarse embedded in cement mortar upto

plinth level (b) Conventional

50 Providing and laying Half brick masonry in common brunt clay building 62.00 Sq.Mt. 750.76 Rupees Seven Hundred

Fifty And Paise Seventy Six

bricks having crushing strength not less than 35 Kg./Sq.cm.. In cement Sq.Mt. Only

mortar 1:3 (1cement : 3 coarse sand) with 2 Nos. of 6 mm. Diameter mild

steel round bars after every three coarse embedded in cement mortar in

super structure above plinth level Ground FLOOR (b) Conventional

51 Providing and laying Half brick masonry in common brunt clay building 44.00 Sq.Mt. 757.07 Rupees Seven Hundred

Fifty Seven And Paise

bricks having crushing strength not less than 35 Kg./Sq.cm.. In cement Sq.Mt. Seven Only

mortar 1:3 (1cement : 3 coarse sand) with 2 Nos. of 6 mm. Diameter mild

steel round bars after every three course embedded in cement mortar in

super structure above plinth level FIRST FLOOR (b) Conventional

52 Providing and fixing in position collapsible steel shutters with vertical 6.00 Sq.Mt. 6119.93 Rupees Six Thousand One

Hundred Nineteen And

channels 20 x 10 x 2 mm braced with flat iron diagonals 20 x 5 mm size Sq.Mt. Paise Ninety Three Only

with top and bottom rails of T runner 40x 40 x 6 mm with 38mm dia, steel

pulleys complete with bolts, nuts, locking arrangements, stoppers handles

including applying a priming coat of read lead paint & two coats of oil paint.

53 Providing and fixing single shutter one side hung shutters using factory 17.00 Sq.Mt. 5181.30 Rupees Five Thousand One

Hundred Eighty One And

fabricated std. Extruded aluminium colour anodized hollow section Sq.Mt. Paise Thirty Only

{Section 63.50 x 38 mm x 2.50 mm thick} for door frame, hollow portion of

door frame shall be filled with non teakwood wood and 35 mm thick

Factory Pressed flush door of natural wood grain shade, like 'NOVAPAN

'or equivalent, as approved by architect office with 2 x 3 Cm Teakwood

moulding strip on both side, Stainless steel hinges, Stainless steel ASIS

304 grade Stopper 20cm long, Aldrop 20 Cm long, handle 15 cm long,

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

including melamine polishing on Teakwood molding patti. etc. complete as

per detailed drawing

54 Providing and fixing FRP frame size 100 X 50 mm and 28 mm thick FRP 9.00 Sq.Mt. 2377.76 Rupees Two Thousand

Three Hundred Seventy

shutter with depressed panel shutter having reinforcement on sides and Sq.Mt. Seven And Paise Seventy

edges and in GEL coat finish. The core of shutter is to be filled up with Six Only

injected fibre extinguishing grade polyurethane foam done in situ along

with embedded wooden pieces for stiffening and also for taking hinges and

fixtures. The whole FRP frame and shutter is to be water proof,

weatherproof, termite proof and resistance to mild acid/ Alkali resistance

including S.S. hinges with necessary screws and aluminium fixtures and

fastening. with fastener & sleeve. Product should have 3 years

performance guarantee & company have 9001-2000 certificate.

55 Providing and fixing window having extruded aluminium Colour anodized 25.00 Sq.Mt. 1583.95 Rupees One Thousand Five

Hundred Eighty Three And

section frame main outer size 95mm x 24mm x 1.17mm (@ wt. of 0.738 Sq.Mt. Paise Ninety Five Only

Kg/mt), horizontal Three track member size 92mm x 31.75mm x 1.30mm

(,@ Wt.1.07 Kg/mt), vertical member of size 92mm x 31.75mm x 1.50mm

(@ Wt. 1.06 Kg/mt) with sliding shutters of horizontal member size

mmx18mm x1.29mm (@ wt. of 0.456 Kg/mt), vertical member of size

40mm x 18mm x 1.29 mm (@ wt. of 0.456Kg/mt/ with 5 mm thick

transparent bronze colour tinted float glass with powder coated aluminium

fittings and fixtures and transparent silicon sealant glass fixing to frame as

per details etc {Two Shutter Fully Glazed and one Stainless steel Wire

mesh shutter}

56 Providing and fixing standard extruded of aluminium section of size 63mm 2.00 Sq.Mt. 1175.56 Rupees One Thousand One

Hundred Seventy Five And

x 38.10mm x1.2mm (@ Wt. 0.643 Kg per mt) with colour anodized Sq.Mt. Paise Fifty Six Only

aluminium frame for ventilation with 5 mm thick frosted glass as details etc.

complete for window.

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

57 Providing & fixing rolling shutters of approved make made of 80 mm. Wide 50.00 Sq.Mt. 3554.40 Rupees Three Thousand

Five Hundred Fifty Four And

M.S. Laths inter-locked together through their entire length / Flexible Grill Sq.Mt. Paise Forty Only

Type and jointed together at the end locks mounted on specially designed

pipe shaft with bracket plates, guide channels and out side locking with

push-pull operation including the cost of Hood cover, spring, prime coat of

red lead with two coat of oil painting etc. complete.

(A) Shutters having width below 3.5 M.

58 Providing & fixing M.S. Grill using 16 mm dia M.S. Bars @ 15 cm C/C fixed 660.00 Kg. 163.92 Rupees One Hundred Sixty

Three And Paise Ninety

in frame using angle 35 mm x 6 mm, 35 x 6 mm flat in centre, and Kg. Two Only

Galvanized wire mesh jali 20mm x 20 mm spacing, including red lead

primer coat and two coats of oil painting etc. complete.

59 Providing and fixing Glass bricks Partition using glass brick of required 36.00 Sq.Mt. 2964.35 Rupees Two Thousand Nine

Hundred Sixty Four And

design ,type size of glass brick 19 x 19 Cm and fixing the same with 4 mm Sq.Mt. Paise Thirty Five Only

dia aluminium bar at every 3rd layer with white cement etc complete.

60 Providing upto floor two level precast cement concrete jali or grill 1:2:4 mix 2.50 Sq.Mt. 780.43 Rupees Seven Hundred

Eighty And Paise Forty

(1- Cement : 2- coarse sand : 4- graded stone aggregate 6mm nominal Sq.Mt. Three Only

size) reinforced with 1.6 mm dia. Mild steel wire including roughening,

cleaning, fixing and finishing in cement mortar 1:3 and curing complete.

(A) 50mm thick

61 Providing and fixing mild steel door with 40 x 40 x 6 mm angle for frame 340.00 Kg. 90.90 Rupees Ninety And Paise

Ninety Only

and for shutter frame 30 x 30 x 3 angle. For windows frame of angle 35 x Kg.

35 x 5 & for shutter windows 25 x 25 x 3 mm size angle and 18 gauge

sheet for panels & 10 mm dia bars at 10 cm c/c for grill and 40 x 6 mm

flats on edge of shutter, & 20 x 6 mm binding patti, including one coat of

primer and two coats of oil painting etc. comp. as per detail / as directed by

Engineer in Charge

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

62 Providing and fixing Safety grills of required pattern for windows / Door 770.00 Kg. 112.62 Rupees One Hundred

Twelve And Paise Sixty Two

using M.S polished bars / Square / Rectangular pipes of size & spacing as Kg. Only

per Design / Drawing or as directed by engineer in charge and hold fasting

with coach bolts including one coat of primer and two coats of matt

finished oil painting etc complete.

63 Providing and laying Mirror polished Granite stone slab 18 mm (Average) 68.00 Sq.Mt. 2721.95 Rupees Two Thousand

Seven Hundred Twenty One

thick for steps and riser as per design incl. Half round front edge & 1 cm Sq.Mt. And Paise Ninety Five Only

nosing in trade of steps laid on 20 mm thick cement mortar 1:6 (1 -cement

: 6 coarse sand) on treads & 10 mm thick Cement mortar 1:3 for risers,

jointed with grey cement slurry including rubbing and polishing etc.

64 & L 24" x 24" SOLUBLE SALT VETRIFIED 8 mm thick tile flooring over 20 182.00 Sq.Mt. 1344.58 Rupees One Thousand

Three Hundred Forty Four

mm (average) base of cement mortar 1:6 (1 cement: 6 coarse sand) on Sq.Mt. And Paise Fifty Eight Only

new surface and jointed with colour cement slurry including finished with

flush pointing & cleaning the surface etc. complete for light shade

65 Providing and laying SOLUBLE SALT VETRIFIED tiles 8 mm thick , 24'' x 13.00 Sq.Mt. 1195.02 Rupees One Thousand One

Hundred Ninety Five And

24'' in skirting risers of steps and dedo on 10mm thick cement plaster 1:3 Sq.Mt. Paise Two Only

(1-cement : 3-coarse sand) and jointed with white cement slurry

66 Providing and laying Kota stone slab flooring over 20 mm. (average) thick 145.00 Sq.Mt. 1059.28 Rupees One Thousand Fifty

Nine And Paise Twenty

base of cement mortar 1:6 (1 cement : 6 coarse sand) or L.M. 1:1.5 and Sq.Mt. Eight Only

laid over and jointed with grey cement slurry including rubbing and

polishing complete. (A) 25 mm. Thick

67 Providing and laying 30 cm x 30 cm Anti Skid Colour Ceramic tiles flooring 19.00 Sq.Mt. 987.14 Rupees Nine Hundred

Eighty Seven And Paise

over 20 mm {average} base of cement mortar 1:6 { 1 cement : 6 coarse Sq.Mt. Fourteen Only

sand} and jointed with colour cement slurry including finished with flush

pointing & cleaning the surface etc. complete for shade & pattern as

directed by Architect Office.

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

68 Providing and laying Premium Printed glazed tiles 30 cm x 45 cm size in 88.00 Sq.Mt. 1488.24 Rupees One Thousand Four

Hundred Eighty Eight And

skirting risers of steps and dado on 10 mm. Thick cement plaster 1:3 (1 Sq.Mt. Paise Twenty Four Only

cement : 3 coarse sand) pointing in white cement and jointed with white

cement slurry. Shade and pattern approved by Architect Office

69 Providing and laying white glazed tiles 6 mm. Thick in flooring treads of 24.00 Sq.Mt. 955.41 Rupees Nine Hundred Fifty

Five And Paise Forty One

steps and landings laid on a Bed of 12 mm. Thick cement mortar 1:3 (1 Sq.Mt. Only

cement : 3 coarse sand) finished with flush pointing in white cement

70 Providing and laying white glazed tiles 6 mm. Thick in skirting risers of 60.00 Sq.Mt. 1030.57 Rupees One Thousand

Thirty And Paise Fifty Seven

steps and dado on 10 mm. Thick cement plaster 1:3 (1 cement : 3 coarse Sq.Mt. Only

sand) pointing in white cement and jointed with white cement slurry.

71 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete 375.00 Sq.Mt. 701.90 Rupees Seven Hundred

One And Paise Ninety Only

block 60mm thick with grade of concrete M300 pneumatic compressed / Sq.Mt.

vibrated mechanically and as per approved design Confirming to IS

: 2006 including 35 mm Sand layer for levelling and filling the joint with

sand in proper line and level as per guidelines of IRC : SP 63-2018 etc.

72 Providing and fixing pre-cast concrete kerb stone of gray cement based 336.00 Rmt. 374.92 Rupees Three Hundred

Seventy Four And Paise

concrete block 30cm length, 30cm height and 15 cm thick of M 250 grade Rmt. Ninety Two Only

concrete as per approved design and including excavation for fixing in

proper line and level, filling the joint with C:M 1:3 (1 Cement : 3 fine sand)

etc complete.

73 Providing and laying water proofing treatment with china mosaic tiles 334.00 Sq.Mt. 1078.69 Rupees One Thousand

Seventy Eight And Paise

flooring over avg 40 mm C.C. 1:2:4 {1 Cement : 2 sand : 4 Kapachi / Grit 6 Sq.Mt. Sixty Nine Only

to 12 mm size} bedding for maintaining slope for plain and curve surface &

12 mm to 20 mm of broken piece of ceramic / glazed tiles (one for more

colour as directed) to be laid over cement mortar bedding of C M 1:3 (1

cement : 3 sand) contain one Kg of water proofing materials per bag of O

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

P C at plain or / and slops and to be tempered to bring mortar ceramic 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 patterns or design as per drawing and cleaning by using oxalic

acid etc complete.

74 Providing and laying Mirror polished Granite stone slab 18 mm (Average) 51.00 Sq.Mt. 2861.33 Rupees Two Thousand

Eight Hundred Sixty One

thick as per design incl. Half Round moulded both edges laid on 10 mm Sq.Mt. And Paise Thirty Three Only

thick cement mortar 1:3 (1 -cement : 6 coarse sand) jointed with grey

cement slurry including rubbing and polishing and G.I. fastenings for top

horizontal as directed etc. complete For Doors / Windows Sill & Jams

75 Providing 20 mm thick double coat mala cement plaster on interior brick / 910.00 Sq.Mt. 283.95 Rupees Two Hundred

Eighty Three And Paise

concrete work for plastering comprising of base coat of 12 mm thick Sq.Mt. Ninety Five Only

cement plaster in cement mortar (1 Cement : 4 coarse sand) in rough

finishing and 8 mm thick top coat of cement mortar 1:2 (1 Cement :

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

Ground Floor

76 Providing 20 mm thick double coat mala cement plaster on interior brick / 660.00 Sq.Mt. 311.18 Rupees Three Hundred

Eleven And Paise Eighteen

concrete work for plastering comprising of base coat of 12 mm thick Sq.Mt. Only

cement plaster in cement mortar (1 Cement : 4 coarse sand) in rough

finishing and 8 mm thick top coat of cement mortar 1:2 (1 Cement :

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

First Floor

77 Providing 20 mm thick double coat mala cement plaster on interior brick / 90.00 Sq.Mt. 338.41 Rupees Three Hundred

Thirty Eight And Paise Forty

concrete work for plastering comprising of base coat of 12 mm thick Sq.Mt. One Only

cement plaster in cement mortar (1 Cement : 4 coarse sand) in rough

finishing and 8 mm thick top coat of cement mortar 1:2 (1 Cement :

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

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

Second Floor

78 Providing 10 mm. Thick cement plaster in single coat for plastering on 448.00 Sq.Mt. 164.70 Rupees One Hundred Sixty

Four And Paise Seventy

ceiling and soffits of stairs upto floor two level and finished even and Sq.Mt. Only

smooth in :

(I) Cement mortar 1:3 (1 cement : 3 sand) Ground Floor

79 Providing 10 mm thick cement plaster in single coat on Ceiling / soft of 118.00 Sq.Mt. 188.60 Rupees One Hundred

Eighty Eight And Paise Sixty

stair for interior plastering finished even and smooth Sq.Mt. Only

(i) Cement mortar 1:3 (1-cement , 3 - sand) for First Floor

80 Providing 10 mm thick cement plaster in single coat on Ceiling / soft of 14.00 Sq.Mt. 212.49 Rupees Two Hundred

Twelve And Paise Forty

stair for interior plastering finished even and smooth Sq.Mt. Nine Only

(i) Cement mortar 1:3 (1-cement , 3 - sand) for Second Floor

81 Providing and fixing chicken mesh jali with square of 12.50 x 12.50 mm of 150.00 Sq.Mt. 92.92 Rupees Ninety Two And

Paise Ninety Two Only

25 gauge at junction the Brick masonary and reinforcement cement Sq.Mt.

concrete member including fixing materials scaffolding labour etc.

82 Providing 12 mm wide groove / notch in plaster including finishing the 490.00 Rmt. 15.15 Rupees Fifteen And Paise

Fifteen Only

same etc. complete for all height. Rmt.

83 Providing 20 mm thick cement plaster in single coat on brick / concrete 76.00 Sq.Mt. 326.14 Rupees Three Hundred

Twenty Six And Paise

wall for interior plastering up to floor two level finished even and smooth (ii) Sq.Mt. Fourteen Only

Cement mortar 1:3 (1-cement ,3 - sand) and mixing Recrone - S

waterproofing materials in cement mortar in proportion recommended by

the manufacturer

84 Providing cement vata (10 cm x 10 cm size) quarter round in cement 32.00 Rmt. 24.28 Rupees Twenty Four And

Paise Twenty Eight Only

mortar 1:1 including neat cement finishing watering etc. complete. Rmt.

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

85 Providing and filling screened of burnt coal cinder including and 4.00 Cu.M. 621.46 Rupees Six Hundred

Twenty One And Paise

consolidation etc complete. Cu.M. Forty Six Only

86 Applying two coats of Birla or Asian acrylic lappy (putty) and two coats of 786.00 Sq.Mt. 123.78 Rupees One Hundred

Twenty Three And Paise

primer & Wall painting (two coats) with plastic emulsion paint of approved Sq.Mt. Seventy Eight Only

brand and manufacture on wall surfaces to give an even brushing the

surface free from mortar droppings and other foreign matter and sand

papered smooth.

87 Applying two coats of Birla or Asian acrylic lappy (putty) and two coats of 276.00 Sq.Mt. 129.30 Rupees One Hundred

Twenty Nine And Paise

primer & Wall painting (two coats) with plastic emulsion paint of approved Sq.Mt. Thirty Only

brand and manufacture on ceiling and sloping roofs. to give an even

brushing the surface free from mortar droppings and other foreign matter

and sand papered smooth.

88 Distempering (three coats) with oil bound distemper of approved brand & 129.00 Sq.Mt. 104.07 Rupees One Hundred Four

And Paise Seven Only

manufacturer & of required shade on wall surfaces to give an even shade, Sq.Mt.

over & including a primary coat with alkali resistance primer of approved

brand after thoroughly brushing the surface free from mortar dropping &

other foreign matter & also including preparing the surface even & smooth.

89 20 mm. thick sand faced cement plaster on wall up to height 10 Meters 4366.00 Sq.Mt. 320.70 Rupees Three Hundred

Twenty And Paise Seventy

above ground level consisting of 12mm thick backing coat of C.M. 1 : 3 (1 Sq.Mt. Only

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

sand) etc. complete

90 Finishing wall with weather proof exterior emulsion paint on wall surface 5507.00 Sq.Mt. 73.83 Rupees Seventy Three And

Paise Eighty Three Only

(two coats) to give an required shape even shade after thoroughly Sq.Mt.

brushing the surface to remove all dirt, and remains of loose powdered

materials.etc complete.

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

91 Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe 40.00 Rmt. 72.65 Rupees Seventy Two And

Paise Sixty Five Only

(SCH-40) for cold water including fittings as approved by Engineer In Rmt.

Charge. Pipe 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 materials.

92 Providing laying and jointing in true line and level 25mm dia. U.P.V.C. Pipe 40.00 Rmt. 91.84 Rupees Ninety One And

Paise Eighty Four Only

(SCH-40) for cold water including fittings as approved by Engineer In Rmt.

Charge. Pipe 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 materials.

93 Providing laying and jointing in true line and level 40 mm dia. U.P.V.C. 20.00 Rmt. 148.12 Rupees One Hundred Forty

Eight And Paise Twelve

Pipe (SCH-40) for cold water including fittings as approved by Engineer In Rmt. Only

Charge. Pipe 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 materials.

94 Providing laying and jointing in true line and level 50 mm dia. U.P.V.C. 50.00 Rmt. 195.67 Rupees One Hundred

Ninety Five And Paise Sixty

Pipe (SCH -40) line including fittings as approved by Engineer In charge. Rmt. Seven Only

Pipe shall be fixed on the wall with the help of clamp at every two meter

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 materials.

95 Providing and fixing concealed centre point to wall ceiling & floor CPVC 25.00 Rmt. 170.36 Rupees One Hundred

Seventy And Paise Thirty

(SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal for Rmt. Six Only

potable water of following dia. nominal bore tube fitting and clamps

including making good the wall, ceiling and floor etc. complete. (A) 15 mm

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

96 Providing and fixing concealed center point to wall ceiling & floor CPVC 20.00 Rmt. 253.82 Rupees Two Hundred Fifty

Three And Paise Eighty Two

(SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal for Rmt. Only

potable water of following dia. nominal bore tube fitting and clamps

including making good the wall, ceiling and floor etc. complete. (C) 25 mm

97 Providing and fixing concealed centre point to wall ceiling & floor CPVC 20.00 Rmt. 447.72 Rupees Four Hundred Forty

Seven And Paise Seventy

(SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal for Rmt. Two Only

potable water of following dia. nominal bore tube fitting and clamps

including making good the wall, ceiling and floor etc. complete. (D) 40 mm

98 Providing and fixing Heavy Handle valve of approved brand & following 8 No. 265.63 Rupees Two Hundred Sixty

Five And Paise Sixty Three

internal dia of Brass including fixing in pipe lines etc. complete Nos. Only

(C) 25 mm Dia

99 Providing and fixing Heavy Handle valve of approved brand & following 4 No. 499.95 Rupees Four Hundred

Ninety Nine And Paise

internal dia of Brass including fixing in pipe lines etc. complete Nos. Ninety Five Only

(E) 40 mm Dia

100 Providing and fixing Butterfly valve Butterfly valves IS 13095 with lSI mark 2 No. 2408.85 Rupees Two Thousand Four

Hundred Eight And Paise

PN 1.0 of approved brand & following internal dia of Brass including fixing Nos. Eighty Five Only

in pipe lines etc. complete

(A) 50 mm Dia

101 Providing and fixing to wall, ceiling and floor galvanised mild steel tubes 10.00 Rmt. 401.95 Rupees Four Hundred One

And Paise Ninety Five Only

(Medium grade) of the following nominal bore, tube, fittings and clamps Rmt.

included making good the wall, ceiling and floor.

102 Providing and fixing to wall, ceiling and floor galvanised mild steel tubes 10.00 Rmt. 252.49 Rupees Two Hundred Fifty

Two And Paise Forty Nine

(Medium grade) of the following nominal bore, tube, fittings and clamps Rmt. Only

included making good the wall, ceiling and floor.

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

103 Providing and fixing to wall ceiling floor 10 Kg. F/Cm2 working pressure 40.00 Rmt. 280.23 Rupees Two Hundred

Eighty And Paise Twenty

polythene pipes for soil waste and ventilating pipes of the following outside Rmt. Three Only

dia. low density, complete with necessary fittings ,wall clamps etc including

making good the wall ceiling and floor.

104 Providing laying and jointing in true line and level 110 diameter U.P.V.C. 112.00 Rmt. 1053.73 Rupees One Thousand Fifty

Three And Paise Seventy

SWR Type B pipe confirming to IS 13592-1992 with one end plain and Rmt. Three Only

other end socketed with rubbering, & fitting conforming to ISI 14735-1999

of approved make for drainage system pipe line, pipe shall be jointed with

each other with rubber lubricant, pipe shall be fixed on wall using of PVC

clamp of the size 110 mm diameter x 149 mm length x 145 mm high at

every 2000 mm centre to centre or shall be concealed in walls as directed

including necessary fittings such as bends, shoes etc. including testing of

pipes and joints and jointed with adhesive solvent cement including cost of

all materials.

105 Providing laying and jointing in true line and level 160 diameter U.P.V.C. 40.00 Rmt. 834.38 Rupees Eight Hundred

Thirty Four And Paise Thirty

SWR Type B pipe confirming to IS 13592-1992 with one end plain and Rmt. Eight Only

other end socketed with rubbering, & fitting conforming to ISI 14735-1999

of approved make for drainage system pipe line, pipe shall be jointed with

each other with rubber lubricant, pipe shall be fixed on wall using of PVC

clamp of the size 160 mm diameter x 210 mm length x 196 mm high at

every 2000 mm centre to centre or shall be concealed in walls as directed

including necessary fittings such as bends, shoes etc. including testing of

pipes and joints and jointed with adhesive solvent cement including cost of

all materials.

106 Providing and fixing PVC Cowl vent of following dia etc complete as 2 No. 126.25 Rupees One Hundred

Twenty Six And Paise

directed Nos. Twenty Five Only

(A) 110 mm Dia

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

107 Providing and fixing PVC Cowl vent of following dia etc complete as 2 No. 151.50 Rupees One Hundred Fifty

One And Paise Fifty Only

directed Nos.

(B) 160 mm Dia

108 Providing and fixing PVC SWR Nahni Trap IS 14735 for drain - 100 mm 7 No. 733.26 Rupees Seven Hundred

Thirty Three And Paise

diameter with jali of the following nominal diameter of self cleansing design Nos. Twenty Six Only

with C.I. screwed down or hinged grating including the cost of cutting and

making good the walls.

109 Providing and fixing C.P. bib cock 15mm φ heavy duty with cap 6 No. 552.08 Rupees Five Hundred Fifty

Two And Paise Eight Only

110 Providing and fixing wash basin with pedestal of std. Height with single 6 No. 3103.73 Rupees Three Thousand

One Hundred Three And

hole for pillar tap with C.I or M.S brackets painted white / fixing in granite Nos. Paise Seventy Three Only

platform including cutting holes and making goods the same including C.P.

brass waste and waste pipes (A) Vitreous china. including Pillar cock

mm Heavy duty swan neck & angle stop cock 15 mm Heavy duty with cap

(II) Flat back washbasin 550 mm x 400 mm size (I) in white or colour

111 Provision and fixing water closet squatting Orissa type W.C. pan size 2 No. 2539.14 Rupees Two Thousand Five

Hundred Thirty Nine And

580mm integral footrest and 100 mm P or S trap and including 25 mm dia Nos. Paise Fourteen Only

CP brass flush valve, Health Faucet Heavy duty with hook C.P. Angle stop

cock 15 mm Heavy duty with cap, fitting and GI inlet connection etc.

(A) Vitreous china long pattern white or colour

112 Pro. & Fix. wash down water closet (European W. C. pan) with integral "P" 1 No. 4130.90 Rupees Four Thousand One

Hundred Thirty And Paise

or "S" trap and PVC flushing cistern with fittings etc comp incl plastic sheet No. Ninety Only

cover including jointing trap with pipe in cm 1:1 and connecting cistern with

closet & Jet spray heavy duty with S.S. Braided hose 60 cm long

Health Faucet Heavy duty with hook with fitting & 2 No. 15 mm dia Angle

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

stop cock with cap

(a) Vitreous china in white or colour

113 Providing and fixing Special Needs Range CRUSE SET, EWC, 710 x 370 1 No. 56782.20 Rupees Fifty Six Thousand

Seven Hundred Eighty Two

x 810 mm, New Cat No: S1021113 S Trap, S1021114 P Trap, S1060106 No. And Paise Twenty Only

Cistern, B1520118 Soft Close Seat Cover, B1810112 Twin Flush Fittings,

S2040101 Wash Basin 510 x 400 mm, F9030451 Spatula Lever basin

mixer, B2210106 Wall mounted Grab bar 600 mm long, B2210106 Wall

mounted Grab bar 600 mm long, B2210108 Wall mounted Hinged rail

x 750 {Cera or equivalent} etc. complete as directed / as per detailed

drawing by Architect Office

114 Providing and fixing SS Sink Glossy ASIS 304 Grade x 1mm thick with 1 No. 4244.02 Rupees Four Thousand Two

Hundred Forty Four And

over all size 610 x 460 mm & bowl size 560 x 410 x 200 with single hole No. Paise Two Only

for pillar tap Fixing in sandwich platform including cutting holes and making

goods the same, C.P. Pillar cock 15 mm Heavy duty swan neck, . Angle

stop cock 15 mm Heavy duty with cap, necessary fixtures, connections

and waste pipes etc complete

115 Providing and fixing urinal of approved quality connecting the urinal with 4 No. 1482.29 Rupees One Thousand Four

Hundred Eighty Two And

waste pipe, trap & C.P. Angle stop cock 15 mm Heavy duty with cap etc. Nos. Paise Twenty Nine Only

(A) White earthen ware flat back or corner type size

116 Providing erecting and fixing double coated PVC. (ISI) mark water tank of 5000.00 Liter 3.95 Rupees Three And Paise

Ninety Five Only

reqd capacity each with all necessary fittings & connection etc. comp on Liter

117 Providing and fixing 600 mm x 450 mm bevelled edge mirror of superior 6 No. 859.41 Rupees Eight Hundred Fifty

Nine And Paise Forty One

glass mounted on 6 mm thick plywood sheet or PVC framing and fixed to Nos. Only

wooden plugs with C.P brass screw and washers.

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

118 Providing and fixing C.P. brass towel rail complete with C.P. brass 6 No. 616.42 Rupees Six Hundred

Sixteen And Paise Forty

brackets fixed to wooden plugs with C. P. Brass screws (B) 600 mm X Nos. Two Only

119 Providing and fixing S.W. Gully trap with C.I. Grating brick masonry 3 No. 1246.92 Rupees One Thousand Two

Hundred Forty Six And

chamber and water tight C.I. Cover with frame of 300 mm. X 300 size Nos. Paise Ninety Two Only

(inside) with standard weight

(I) Square mouth traps (C) 150 mm. X 100 mm size P or R type

120 Constructing brick masonry chamber for under ground C.I. Inspection 2 No. 2932.93 Rupees Two Thousand Nine

Hundred Thirty Two And

chamber and bends with bricks having crushing strength not less than 35 Nos. Paise Ninety Three Only

Kg/cm2 in cm. 1:5 C.I. Cover with frame (light duty) 455 mm. X 610 mm.

Internal dimensions, total weight of cover with frame to be not less than

Kgs. weight of cover 23 Kg. and wt. of frame 15 Kg) R.C.C. top slab with

1:2:4 mix(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm.

size) foundation concrete 1:5:10 inside plaster 15 mm. thick with cement

mortar 1:3 finished smooth with a floating coat of neat cement on walls &

bed concrete etc. complete.

(I) inside dimensions, 455 mm. x 610 mm. and 450 mm. deep for single

pipe line.

121 Constructing brick masonry chamber for under ground C.I. Inspection 2 No. 3660.76 Rupees Three Thousand

Six Hundred Sixty And

chamber and bends with bricks having crushing strength not less than 35 Nos. Paise Seventy Six Only

Kg/cm2 in cm. 1:5 C.I. Cover with frame (light duty) 455 mm. X 610 mm.

Internal dimensions, total weight of cover with frame to be not less than

Kgs. weight of cover 23 Kg. and wt. of frame 15 Kg) R.C.C. top slab with

1:2:4 mix(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm.

size) foundation concrete 1:5:10 inside plaster 15 mm. thick with cement

mortar 1:3 finished smooth with a floating coat of neat cement on walls &

bed concrete etc. complete.

(I) inside dimensions, 455 mm. x 610 mm and 450 mm. deep for single

pipe line.

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

122 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2- 2 No. 11042.74 Rupees Eleven Thousand

Forty Two And Paise

coarse sand : 4-graded stone aggregate 20mm nominal size) foundation Nos. Seventy Four Only

concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick bats 40 + 50mm

size) inside plastering 15mm thick with Cement Mortar 1:5 (1-Cement : 5-

coarse sand) finished with a floating coat of neat cement and making

channels in cement concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-stone

aggregate 20mm nominal size) finished smooth complete including curing

and finishing (i) Inside size 900mm x 1200mm and 1.5M. deep including

C.I. cover with frame size 560mm diameter total weight of cover and frame

to be not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame

Kg.)(A) With 230mm thick walls of brick masonry using brick having

crushing strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1-

Cement: 5-Coarse sand)

(1) A type depth 0.90 Metre for 150mm diameter sewer.

123 Providing throating or plaster drip and moulding to R.C.C. Chhajja. 269.00 Rmt. 43.05 Rupees Forty Three And

Paise Five Only

124 Providing and fixing in position 300 mm high, 150 mm wide English letters 50 No. 707.00 Rupees Seven Hundred

Seven Only

made from 1.0 mm thick stainless steel sheet as directed by Engineer-in- Nos.

charge with all necessary tools & plants etc. complete.

125 Providing and fixing 110 cm high Stainless steel railing made from 17.00 Rmt. 2110.90 Rupees Two Thousand One

Hundred Ten And Paise

anticorrosive 304 grade S S pipe of 50 mm dia (16Gauge) as hand rail with Rmt. Ninety Only

S S 304 grade Baluster as a vertical support fixed in RCC slab at 1.66 m

c/c including Five horizontal S S pipes of 20 mm dia (16Gauge) at equal

distance including accessories as per detailed drawing as directed etc.

126 Constructing Sandwich Platform of 18 mm thick Polished Black Granite at 3.00 Sq.Mt. 3342.09 Rupees Three Thousand

Three Hundred Forty Two

top and 30 mm thick Kota stone slab flooring fitting at bottom with Sq.Mt. And Paise Nine Only

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

cementing Materials / adhesives including making necessary grooves in

walls with Vertical Kotastone 30 mm x 2 No sandwich thick every 60 cm

centre to centre including all labour material of approved quality incl. full

moulded round front edge fixed in wall for partition and jointed with grey

cement slurry including rubbing and polishing etc. complete

127 Providing and fixing C.I. Manhole cover 0.60m x 0.45m size having weight 5 No. 958.17 Rupees Nine Hundred Fifty

Eight And Paise Seventeen

not less than 35 kgs. Nos. Only

128 Providing, Fixing, Installation of Proflex - Self Supported Galvalum Roofing 1363.00 Sq.Mt. 2861.33 Rupees Two Thousand

Eight Hundred Sixty One

with proper overlapping and seaming between different sheets without Sq.Mt. And Paise Thirty Three Only

making holes or preventing the overturning the roof by wind addition made

up from superior quality, structural grade steel. Base metal width 914 mm

with tolerance of +/- 4 mm, Steel Grade : Grade D Regular Modified

Polyester Imported Colour Coated Galvalume Steel having Profiled width

of 625 mm +/-10 mm. Design, supply, & fabrication of self supported single

span arch roof fabricated from mechanically seamed manufactured by

American Hydraulic Machines to profiles of Imported Galvalume Cold

Rolled Structural Steel coils as per standard ASTM A792, Steel Sheet,

Aluminium-Zinc Alloy Coated by Hot-Dip Process. The work should be

carried out by specilialize and approved agency only. The rate of item is

including fitting as per standard specification. The vendor shall give wind

load calculation before start of the work and the vendor shall be entirely

responsible for the damage of the same during transport, installation and

even after installation upto 5 years.

Thickness 1.1 mm BMT, 1.25 mm APT with tolerance of +/- 0.02 mm, Coil

Width 912 mm tolerance of +/- 0.04 mm,

129 Providing and fixing Turbo Ventilator made from Aluminium and stainless 9 No. 19285.95 Rupees Nineteen Thousand

Two Hundred Eighty Five

steel with Ploy Carbonate Sky light of size 2' x 14', including fixing in roof Nos. And Paise Ninety Five Only

as and where directed by Engineer in charge etc. complete.

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

130 Providing and fixing M.S. grills / Gates of required pattern to brick walls / 8830.00 Kg. 164.63 Rupees One Hundred Sixty

Four And Paise Sixty Three

Columns prepared with M.S. flats, angles, Square / round bars, square Kg. Only

pipes, at required spacings with necessary hold fasts as per detailed

drawing and fixing brick walls / coping / columns etc. complete including

painting two coat & applying primer coat.

(A) Ornamental Grill

131 Constructing cattle trap made from ISMC 100 border and G.I. pipe 50 mm 11.00 Sq.Mt. 3815.78 Rupees Three Thousand

Eight Hundred Fifteen And

dia HEAVY DUTY at 12 cm spacing by welding and for support 2 Nos Sq.Mt. Paise Seventy Eight Only

I.S.M.C. 100 x 75 x 6 section Fixing in prepared chamber as per drawing

by necessary arrangement etc. complete.

132 Providing and fixing RAZOR Coil with Blade 16MM, Clips per Spiral-5, Hot 392.00 Rmt. 333.30 Rupees Three Hundred

Thirty Three And Paise

Dipped Galvanized 200 GSM, Tape Thickness 0.50 MM, GI Spring Core Rmt. Thirty Only

Wire 2.60MM Thick {avg weight 9.50 Kg / 6 mt}, and 5 Rows of galvanised

steel barbed wire weighing 9.38 Kg. per 100 Metre in M.S. Angle posts

mm. X 45 mm. X 6 mm. and oil painting 3 coats fixed at 3.0 mt. C/C

strained and fixed to posts with G.I. staples, including fixing posts in

compound wall

133 Box cutting the road surface to proper slope and camber for making a 727.00 Cu.M. 109.08 Rupees One Hundred Nine

And Paise Eight Only

base of road work including removing the excavated stuff and depositing Cu.M.

on the road side slope as directed

134 Providing and laying W.B.M. of B.T.M.C. metal of size 45 mm to 63 mm 460.00 Cu.M. 1958.39 Rupees One Thousand Nine

Hundred Fifty Eight And

size including 20% Grit {Stone screening} & stone dust as filler including Cu.M. Paise Thirty Nine Only

spreading, watering & consolidation by vibratory roller 80KN to 100KN

static weight.

135 Construction of dry lean cement concrete Sub- base over a prepared sub- 436.00 Cu.M. 3308.76 Rupees Three Thousand

Three Hundred Eight And

grade with coarse and fine aggregate conforming to IS: 383, the size of Cu.M. Paise Seventy Six Only

coarse aggregate not exceeding 25 mm, aggregate cement ratio not to

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

exceed 15:1, aggregate gradation after blending to be as per table 600-1,

cement content not to be less than 220 kg/ cum, optimum moisture content

to be determined during trial length construction, concrete strength not to

be less than 10 Mpa at 7 days, mixed in a batching plant, transported to

site, laid with a fixed form paver or conventional method, compacting with

8-10 tonnes vibratory roller, finishing and curing etc. complete.

136 Construction of un-reinforced, dowel jointed, plain cement concrete 872.00 Cu.M. 6056.97 Rupees Six Thousand Fifty

Six And Paise Ninety Seven

pavement over a prepared sub base with concrete grade M300, coarse Cu.M. Only

and fine aggregate conforming to IS 383, maximum size of coarse

aggregate not exceeding 25 mm, mixed in a batching and mixing plant as

per approved mix design, transported to site, laid with a fixed form or slip

form paver, or conventional method, compacted and finished in a

continuous operation including provision of contraction, expansion,

construction and longitudinal joints, joint filler, separation membrane,

sealant primer, joint sealant, debonding strip, dowel bar, tie rod,

admixtures as approved, curing compound, finishing to lines and grades

as per drawing

137 Steel work welded in built up sections, framed work including cutting, 19.00 Quintal 10619.14 Rupees Ten Thousand Six

Hundred Nineteen And

hoisting, fixing in position and applying a priming coat of red lead paint and Quintal Paise Fourteen Only

two coats of matt finished oil painting etc complete. :- (B) In trusses and

trussed purlins upto 25 m. span and 15 m. overall height.

138 Providing corrugated PPGL Sheets 0.62 mm thick / 1.5 mm thick 158.00 Sq.Mt. 929.20 Rupees Nine Hundred

Twenty Nine And Paise

Transparent Acrylic Sheet (70%/30%) roofing fixed with Galvanized iron 'J' Sq.Mt. Twenty Only

or 'L' hooks bolts and nuts 8 m. diameter with bitumen and G. I. Limpet

washers filled with white lead complete including ridges, gutters etc.

excluding the cost of purlins, rafters and trusses.

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

139 Drilling of bore hole in Alluvial Strata by direct Rotary Rig. 250mm / 300 300.00 Rmt. 648.42 Rupees Six Hundred Forty

Eight And Paise Forty Two

mm dia Rmt. Only

140 Remaining 250 / 300 mm dia bore hole to following 400 mm bore hole 300.00 Rmt. 187.86 Rupees One Hundred

Eighty Seven And Paise

including assembling jointing, lowering of housing casing strainer pipes Rmt. Eighty Six Only

and other assembly items with gravel packing and clay ball packing etc.

141 Supply of clay balls having size of 15mm to 25 mm made from sticky clay 15.00 Cu.M. 758.51 Rupees Seven Hundred

Fifty Eight And Paise Fifty

on site Cu.M. One Only

142 Supply of ERW blank pipe of approved quality at site of work confirming to 200.00 Rmt. 3605.70 Rupees Three Thousand

Six Hundred Five And Paise

IS 1239-1964 200mm internal dia for housing 7.10 mm thick Rmt. Seventy Only

143 Supply of 200mm dia slotted pipe for strainer size 2 1/2 " x 21/2" x 1/8" 100.00 Rmt. 3966.27 Rupees Three Thousand

Nine Hundred Sixty Six And

7.10 mm thick Rmt. Paise Twenty Seven Only

144 Jointing ERW pipes blank or slotted by solding including cost of jointing 300.00 Rmt. 25.25 Rupees Twenty Five And

Paise Twenty Five Only

with materials and champlas sets. Rmt.

145 Supply of gravel having size 4mm to 6 mm as directed on site 30.00 Cu.M. 2049.29 Rupees Two Thousand

Forty Nine And Paise

Cu.M. Twenty Nine Only

146 Providing and fixing E.R.W. bail plug reducer steel bent plates, welding 1 No. 3731.86 Rupees Three Thousand

Seven Hundred Thirty One

rod, supporting clamps etc as per requirement 0.60 mt. long and 250 mm No. And Paise Eighty Six Only

147 Heavy duty clamp made from 4" x 1.5" iron strip suitable for column pipe 1 No. 282.80 Rupees Two Hundred

Eighty Two And Paise

1.5" to 2" length. (E) 100mm (4") dia pipe No. Eighty Only

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

148 Supplying & erecting G. l. bend for pipe connections suitable for . 1 No. 548.43 Rupees Five Hundred Forty

Eight And Paise Forty Three

(G) 100 mm(4") No. Only

149 Supplying, & erecting C.I. swing, check type non-return (Reflux) Valve -ISI 1 No. 3878.40 Rupees Three Thousand

Eight Hundred Seventy

marked suitable for following size No. Eight And Paise Forty Only

(D) 100 mm dia.

150 Charges for development of bore by giving air with compressor for 1 Per Job 22427.05 Rupees Twenty Two

Thousand Four Hundred

requirement as per site situation {600 CFM / 150 PSI upto the any depth, Job Twenty Seven And Paise

minimum 6 hours} Five Only

151 Supplying submersible pump set for bore of 225 mm. dia. or more having 3 1 No. 141288.90 Rupees One Lakh(s) Forty

One Thousand Two

phase motor capacity about 60 H.P discharge capacity having No. Hundred Eighty Eight And

(a) (10 Stage) 1400 to 1150 L.P.M. discharge at the head 141 to 164 mtrs. Paise Ninety Only

suitable for 100 mm dia. Delivery pipe

152 Supplying and erecting approved make3 phase motor control panel (ATS) 1 No. 61905.93 Rupees Sixty One

Thousand Nine Hundred

made from 16 G. CRCA sheet duly painted with epoxy power paint inside No. Five And Paise Ninety

and outside with hinged doors and locking arrangement, consisting, of Three Only

suitable switch of AC 23 duty with HRC fuses (Cat.III), starting and running

contactors, overload relay, Automatic water level controller, Electronic

preventer , water level guard, over load, start, run and stop push buttons,

air cooled auto transformer with 60%, 70%, 80% tapping, Panel to be

erected on angle iron frame grouted on wall as directed., contactors relays,

timer etc. shall be of L & T Siemens / Cutler Hammer make.

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

153 Lowering of submersible motor pump set complete with required. Nos. and 1 Per Job 2996.67 Rupees Two Thousand Nine

Hundred Ninety Six And

size of casing pipes erected by means of proper chain pulley block & pipe Job Paise Sixty Seven Only

wrenches after checking of threads of each pipe with coupling to take the

load of the pump set and pipe assembly filled up with water.

(c) Above 120 mtr.

154 Providing and erecting ISI marked PVC insulated PVC Sheathed Flat 700.00 Rmt. 647.41 Rupees Six Hundred Forty

Seven And Paise Forty One

flexible Submersible copper cable approved make of following Size. Rmt. Only

(f) 3 Core x 25 Sq. mm.

155 Supplying ISI Marked (Embossed) following size of Heavy duty "C" Class 300.00 Rmt. 804.97 Rupees Eight Hundred Four

And Paise Ninety Seven

G.I . Pipe & erecting as directed by Engineer-in-charge with necessary Rmt. Only

plumbing as desired.

(G) 100 mm dia.

(Jindal, Asian, Tata make or equivalent make only)

156 Supplying and erecting with leak proof materials, M.S. Heavy duty ISI 117 No. 175.74 Rupees One Hundred

Seventy Five And Paise

marked coupling having threads of 8 TPI/11 TPI suitable for 'C' class pipe Nos. Seventy Four Only

to take load of pump and pipe assembly of following size and TPI

(I) 100mm(4") dia. pipe 8 TPI

157 Add cost of leak proof complete welding surrounding pipe and coupling for 117 No. 89.89 Rupees Eighty Nine And

Paise Eighty Nine Only

use as column pipe for following size Nos.

158 Cutting the heavy duty pipe and threading one end of pipe with 8 TPI / 11 117 No. 171.70 Rupees One Hundred

Seventy One And Paise

TPI as per requirement and including to and fro charges. Nos. Seventy Only

(E) 100mm (4") dia pipe

159 Providing Water proof straight Joint in PVC insulated flat flexible copper 30 No. 278.76 Rupees Two Hundred

Seventy Eight And Paise

cable by using insulating material, water proofing material, & making the Nos. Seventy Six Only

joint complete. (B) 16 to 35 Sq. Mm

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

160 Geophysical & geo hydrological ground water investigation for finalisation 1 Per Job 14428.86 Rupees Fourteen Thousand

Four Hundred Twenty Eight

of one pin point including vehicle charges. Job And Paise Eighty Six Only

161 Geo hydrological ground water investigation (with vehicle charges) for 200 1 Per Job 14428.86 Rupees Fourteen Thousand

Four Hundred Twenty Eight

mm / 250 mm dia deep tube well (with water sample testing Job And Paise Eighty Six Only

162 Providing 6.0 Kg f/cm2 working pressure polyethylene pipes of the 100.00 Rmt. 210.08 Rupees Two Hundred Ten

And Paise Eight Only

following outside dia. Low density, complete with special flange Rmt.

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

163 Providing 6.0 Kg f/cm2 working pressure polyethylene pipes of the 150.00 Rmt. 431.27 Rupees Four Hundred Thirty

One And Paise Twenty

following outside dia. Low density, complete with special flange Rmt. Seven 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

164 Providing and Construction of Junction chambers of size 0.35 x 0.35 x 12 No. 1439.25 Rupees One Thousand Four

Hundred Thirty Nine And

0.60 mt. with Foundation Concrete in CM 1:2:4 10 Cm thick, Half Brick Nos. Paise Twenty Five Only

Masonary wall in CM 1:4, 50 mm thick Flooring in CC 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

165 Providing and constructing filter chamber of size 2.06 x 1.21 x 1.20 mt. 2 No. 11738.22 Rupees Eleven Thousand

Seven Hundred Thirty Eight

with Foundation Concrete in CM 1:2:4 12.5 Cm thick, 23 cm thick Brick Nos. And Paise Twenty Two Only

masonary in CM 1:6, Half Brick Masonary Partition wall in CM 1:4, Inside

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

Plaster 15 mm thick in C.M. 1:4 and cover slab 10 cm thick in CM 1:2:4

with necessary 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 material.

166 Providing water harvesting pit of 2.00 mt x 2.00mt x 4.00 mt. size for water 1 No. 41933.18 Rupees Forty One

Thousand Nine Hundred

logging with excavation in any strata upto four meter depth, filling the pit No. Thirty Three And Paise

with B. T. Metal 40 mm in 0.60 mt. depth with 25-40mm kapachi, 0.30 mt. Eighteen Only

depth and 2.0 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.

167 Supplying and installing of Dry Chemical Powder type 5 Kg. capacity fire 15 No. 1565.50 Rupees One Thousand Five

Hundred Sixty Five And

extinguisher as per IS 2171 ISI mark with necessary fitting etc. complete. Nos. Paise Fifty Only

168 Providing carbon dioxide type fire extinguisher 4.50 Kg. capacity with IS 10 No. 4848.00 Rupees Four Thousand

Eight Hundred Forty Eight

mark and test certificates of explosive department of Nagpur Nos. Only

Electrification work

169 Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 sq.mm 43 Pt. 485.81 Rupees Four Hundred

Eighty Five And Paise

(Green) both are of ISI marked 1.1 KV grade FRLS PVC insulated multi Pts. Eighty One Only

strand copper wires up to 10 mtr length , in below type of pipe erected with

6A Modular type switch / bell push & accessories and earth continuity of

following type, erected on PVC / Metallic/Wooden box, single mounting

base 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.

(f) with medium class Rigid PVC pipe and accessories erected concealed

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

in wall/ceiling complete Cat. III

170 Point wiring for FAN with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) 14 Pt. 674.68 Rupees Six Hundred

Seventy Four And Paise

both are of .ISI marked 1.1 KV Grade FRLS PVC insulated multi strand Pts. Sixty Eight Only

copper wires up to 10 mtr length, in below type of pipe erected with 6A

Modular type switch and hum free EME step type electronic fan regulator

mounted and accessories with earth continuity of following type erected on

PVC / 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 ceiling rose / H. D. Connector as

(f) with medium class Rigid PVC pipe and accessories erected concealed

in wall/ceiling complete Cat. III

171 Point wiring for on board Looped Plug with 6A Modular type switch & 5 pin 16 Pt. 257.55 Rupees Two Hundred Fifty

Seven And Paise Fifty Five

socket erected on PVC / Metallic/Wooden box, single mounting base Pts. Only

frame covered with textured / metallic/white front plate modules erected on

/ in wall / ceiling with following type accessories Cat. III

172 Providing following type of Modular Type Accessories mounted with PVC /

metallic/Wooden box, single mounting base frame covered with textured /

metallic/white front plate , modules erected with necessary connections as

per site situation directed by Engineer In charge.

(1)One No. SP 6 Amp. Cat.III 9 Each 151.50 Rupees One Hundred Fifty

One And Paise Fifty Only

(2) One No 5 pin plug Cat.III 9 Each 151.50 Rupees One Hundred Fifty

One And Paise Fifty Only

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

(3) Two Pin/RJ-11 Telephone Socket [B] For Two Gang Cat.III 2 Each 210.08 Rupees Two Hundred Ten

And Paise Eight Only

(7) Blank Plate Single Cat.III 15 Each 25.25 Rupees Twenty Five And

Paise Twenty Five Only

(8) Computer RJ-45 socket Cat.III 2 Each 160.59 Rupees One Hundred Sixty

And Paise Fifty Nine Only

(9) 16 Amp. SP one way switch Cat.III 12 Each 180.79 Rupees One Hundred

Eighty And Paise Seventy

Nos. Nine Only

(10) 6/16Amp. Universal socket Cat.III 12 Each 199.98 Rupees One Hundred

Ninety Nine And Paise

Nos. Ninety Eight Only

173 Providing and erecting ISI mark Medium class RIGID PVC PIPES of 30.00 Mtr. 33.33 Rupees Thirty Three And

Paise Thirty Three Only

following size complete to be erected on/in wall or ceiling erected with Mtr.

necessary PVC fittings & Junction boxes fixed with adhesive solution &

Clamps with following dia of pipes, in approved manner as directed

174 Providing & erecting PVC Corrugated Flexible Conduit with required nos. 20.00 Mtr. 21.21 Rupees Twenty One And

Paise Twenty One Only

of coupling, PVC bushes, Check-nuts etc. complete of following sizes. Mtr.

175 Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI 390.00 Mtr. 82.82 Rupees Eighty Two And

Paise Eighty Two Only

marked stranded Copper conductor wire in following type of pipe to be Mtr.

erected concealed in /flushed on wall/ceiling, with 1.5 sq. mm copper

conductor FRLS PVC insulated stranded wire of green colour for earth

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

continuity of following size

(A) With medium class Rigid PVC pipe and accessories (b) 2 wire 2.5 sq.

176 Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI 180.00 Mtr. 112.11 Rupees One Hundred

Twelve And Paise Eleven

marked stranded Copper conductor wire in following type of pipe to be Mtr. Only

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

(A) with medium class Rigid PVC pipe and accessories (a) 2 wire 4 sq.

(b) 2 wire 6 sq. mm 60.00 Mtr. 147.46 Rupees One Hundred Forty

Seven And Paise Forty Six

Mtr. Only

(h) 4 wire 6 sq. mm 20.00 Mtr. 260.58 Rupees Two Hundred Sixty

And Paise Fifty Eight Only

177 Providing and erecting Mains with ISI marked, 1.5KV grade electrolyte 30.00 Mtr. 56.56 Rupees Fifty Six And Paise

Fifty Six Only

multi stranded, annealed copper conductor with heat resistant PVC Mtr.

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

(f) One wire 10.00 sq. mm 10.00 Mtr. 91.91 Rupees Ninety One And

Paise Ninety One Only

(g) One wire 16.00 sq. mm 5.00 Mtr. 142.41 Rupees One Hundred Forty

Two And Paise Forty One

Mtr. Only

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

178 Supplying and erecting Flexible PVC insulated multi strand multi core 1.1 108.00 Mtr. 46.46 Rupees Forty Six And Paise

Forty Six Only

kv grade ISI marked copper wires of following size to be erected as Mtr.

(e) 1.50 Sq.mm 3 core round PVC sheathed

179 Supplying & erecting approved make Telephone Cable electrolytic copper 40.00 Mtr. 20.20 Rupees Twenty And Paise

Twenty Only

conductor PE insulation twisted in two pairs, & wrapped with FRLS PVC Mtr.

tape & sheathed with FRLS PVC or HFFR outer Jacket suitable for

telephone wiring & confirming to C-DOT erected in existing pipe. of

following size of conductors & nos.of pairs. With necessary connections.

[A] Conductor Size 0.5 mm (a) Unarmoured (2) Two Pairs

180 Supplying & erecting approved make LAN cable of following size in 50.00 Mtr. 47.47 Rupees Forty Seven And

Paise Forty Seven Only

existing pipe as per direction [C] CAT - 6 Mtr.

181 Providing & erecting Switch board for Computer or electric apparatus 2 Each 1133.22 Rupees One Thousand One

Hundred Thirty Three And

consisting of following modular type accessories mounted with PVC / Nos. Paise Twenty Two Only

Metallic concealed/open box with single mounting base 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

182 Decorative call bell Ting-tong box type 250 volts complete erected 2 Each 71.71 Rupees Seventy One And

Paise Seventy One Only

183 Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt 32 Each 373.70 Rupees Three Hundred

Seventy Three And Paise

to 0.5 Watt assembled on single MCPCB, with housing used as a heat sink Nos. Seventy Only

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

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

with company mark/name 160V to 270V, Power Factor more than 0.95,

CCT 3000 K to 6500K,

Luminaire efficacy> 85 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

the ranges shown.)

(A) Tube Light with integral driver

(iv) 22-24 Watts, Surge - 2KV,IP-20, conventional 4 feet Cat-lll

184 Supplying and erecting led lamps with following wattage capacity of 220 to 4 Each 112.11 Rupees One Hundred

Twelve And Paise Eleven

240 voltage, minimum 15000 burning hours life, 500 V in built-surge Nos. Only

protection, Polycarbonate diffuser, mounting suitable for E14 / E27 / B22

lamp holders, pf >=

(A) LED Lamps integral type, with PC diffuser suitable LAMP holder

(ii) 5 to 8 watts Cat-III

185 Supplying and erecting LED street light / Flood light fittings with High 18 Each 4997.48 Rupees Four Thousand

Nine Hundred Ninety Seven

power White LEDs wattage of 3 Watt and above assembled on single Nos. And Paise Forty Eight Only

MCPCB, efficiency more than 130 lm/w and corrosion free High pressure

die cast aluminum housing with smooth finish powder coated and heat sink

extruded aluminum with diffuser and Polycarbonate optics/ lenses, with

toughened glass with company mark/name engraved or embossed 160 to

270 V,Power Factor more than 0.95, THD < 10 %, CCT 3000 K to

5700K,Uniformity ratio >0.45, Luminaire efficacy> 100 lumens/watt . LED

driver efficiency > 85 %. (fittings required LM-79 & LM-80 certificates)

(NOTE: Below description have shown ranges of Wattage capacity of LED

the ranges shown.)

(A) Street Light (IP-65), Surge protection -4KV integral and ,Light must

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

have 440VAC line supply with over-voltage protection.

(ii) above 48 to 60 Watts Cat-lll

(B) Flood Light (IP-65), Surge protection -4KV integral and ,Light must 35 Each 9647.52 Rupees Nine Thousand Six

Hundred Forty Seven And

have 440VAC line supply with over-voltage protection. Nos. Paise Fifty Two Only

(vi) above 160 to 200 watts Cat-lll

(C) Post Top Lantern LED fitting comprises of finish cast aluminum spigot 2 Each 4819.72 Rupees Four Thousand

Eight Hundred Nineteen

and spun aluminum canopy fixed with opal polycarbonate, pipe Nos. And Paise Seventy Two

arrangement for vertical mounting driver and accessories wired upto Only

terminal block. IP

(ii)32-40W Cat-lll

186 Providing and erecting Approved make Four pole moulded case circuit 6 Each 6173.12 Rupees Six Thousand One

Hundred Seventy Three And

breaker having breaking capacity ICU of 25 KA. at 415 V, having normal Nos. Paise Twelve Only

current rating up to 25 A to 100A. with Fixed thermal & magnetic release

suitable to work on A.C. supply 50 c/s. with all internal connections,

spreader tinned copper & complete erected in existing 16 G.M.S.

housing.ICS=100% of ICU only Cat III

187 Providing and erecting Approved make Four pole moulded case circuit 2 Each 8055.76 Rupees Eight Thousand

Fifty Five And Paise

breaker having breaking capacity ICU of 35 KA. at 415 V. having normal Nos. Seventy Six Only

current rating 125A. with Fixed thermal & magnetic release suitable to

work on A. C. supply 50 c/s. with all internal connections, spreader tinned

copper & complete erected in existing 16 G.M.S. housing. ICS=100% of

ICU only Cat III

188 Providing and erecting Approved make Four pole moulded case circuit 1 Each 16221.61 Rupees Sixteen Thousand

Two Hundred Twenty One

breaker having breaking capacity ICU of 35 KA. at 415 V. having Normal No. And Paise Sixty One Only

current rating 200A.with variable Thermal & magnetic release suitable to

work on A. C. supply 50 c/s. with all internal connections, spreader tinned

copper & complete erected in existing 16 G.M.S. housing ICS=100% of

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

ICU only Cat III

189 Supplying & erecting approved make Four Pole 415V change over switch 1 Each 12241.20 Rupees Twelve Thousand

Two Hundred Forty One

interior for panel mounting with operating mechanism A.C.23 duty No. And Paise Twenty Only

confirming to IS for (D)200A Cat-lll

(A)32-40A Cat-lll 1 Each 2611.86 Rupees Two Thousand Six

Hundred Eleven And Paise

No. Eighty Six Only

190 Supplying and erecting triple pole & neutral 440V / 500V panel mounting 1.60 Rmt. 1961.42 Rupees One Thousand Nine

Hundred Sixty One And

Copper Busbars with four equal Nos. of electrolyte bus having current Rmt. Paise Forty Two Only

density not more than 1.6 Amp. / sq.mm (Rated 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.(A) Suitable for 100 Amp.

(B) Suitable for 200 Amp. capacity 0.80 Rmt. 3202.71 Rupees Three Thousand

Two Hundred Two And

Rmt. Paise Seventy One Only

191 Providing and erecting Miniature circuit breaker single pole 0.5A to 2A 49 Each 270.68 Rupees Two Hundred

Seventy And Paise Sixty

system and having breaking capacity 10 KA to be erected in existing box. Nos. Eight Only

confirming to IS 8828/1996 with ISI Mark Cat.III

192 Providing and erecting Miniature circuit breaker single pole 6A to 25A 28 Each 112.11 Rupees One Hundred

Twelve And Paise Eleven

suitable to operate on 240 V A.C. system and having breaking capacity 10 Nos. Only

KA to be erected in existing box. confirming to IS 8828/1996 with ISI Mark

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

193 Providing & erecting 240 V MCB double pole switch for motor & inductive 14 Each 330.27 Rupees Three Hundred

Thirty And Paise Twenty

load (C Curve) having 10 KA breaking capacity & confirms to IS : 8828 in Nos. Seven Only

existing box having following capacity

(B) 40 Amp. Cat.III

194 Providing & erecting 415 V MCB Four Pole for Motor & Inductive Load (C 11 Each 668.62 Rupees Six Hundred Sixty

Eight And Paise Sixty Two

Curve) having 10KA breaking capacity & confirms to IS :8828 in existing Nos. Only

box having following capacity

(b)40 Amp. Cat.III

195 Providing and erecting Sheet Steel powder coated MCB distribution board 2 Each 1152.41 Rupees One Thousand One

Hundred Fifty Two And

- flush / surface mounted fitted with busbar, neutral link, earth bar and DIN Nos. Paise Forty One Only

rail, Conforms to IS 8623-1 & 3, IEC 61439-1 & 3 without MCB to house

appropriate nos. of MCBs.(The DBs should be used of same company of

MCB to be used) suitable for (A) single phase incoming and horizontal

single phase outgoing (b) sheet steel double door (IP-43)

(iii) 8 way

(iv)12 way 1 Each 1492.78 Rupees One Thousand Four

Hundred Ninety Two And

No. Paise Seventy Eight Only

(B) three phase incoming and single phase horizontal type outgoing Per 1 Each 2913.85 Rupees Two Thousand Nine

Hundred Thirteen And Paise

phase isolation type (PPI)(b) sheet steel double door (ii)6 way No. Eighty Five Only

196 Providing and erecting Approved make RCCBs conforming to IS: 12640 6 Each 2235.13 Rupees Two Thousand Two

Hundred Thirty Five And

and having sensitivity of 30 mA and Short Circuit withstand capacity of 10 Nos. Paise Thirteen Only

KA and suitable for operation on single phase 240 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 Cat. III

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

197 Providing and erecting metallic vitrified danger notice board as per 3.00 Kg. 69.69 Rupees Sixty Nine And

Paise Sixty Nine Only

language suggested by engineer in charge for MEDIUM VOLTAGE Kg.

installation to be erected as per IS-2551.

198 Providing and erecting Annealed bare Copper wire 8 to 16 SWG. 4.00 Kg. 794.87 Rupees Seven Hundred

Ninety Four And Paise

Kg. Eighty Seven Only

199 Providing and erecting Pipe type earthing having 150 cms.long and 2.5 16 Each 368.65 Rupees Three Hundred

Sixty Eight And Paise Sixty

cms. dia. galvanised iron pipe with coupling and buch buried in specially Nos. Five Only

prepared earth pit complete with necessary 8 SWG earth wire.

200 For using salt and charcoal / coke as required for pipe type earthing. 16 Each 171.70 Rupees One Hundred

Seventy One And Paise

Nos. Seventy Only

201 Supplying & erecting earth pit of minimum bore dia.150mm size approved 4 Each 4591.46 Rupees Four Thousand Five

Hundred Ninety One And

make Earthing Electrode consisting Pipe-in-Pipe Technology as per IS Nos. Paise Forty Six Only

3043-1987 made of corrosion free hot dipped G.I.Pipes having Outer pipe

dia of 50mm having 80-200 Micron galvanising, Inner pipe dia of 25 mm

having 200-250 Micron galvanising, connection terminal dia of 12mm with

constant ohmic value surrounded by highly conductive compound with

high charge dissipation suitable for following type of applications with

chamber and heavy duty cover. (A)(approved make OEM has to submit

test certificate including value of earth resistance of installation duly

stamped and signed by agency and officer Incharge has to ensure the

value of earthing resistane mentioned in test Certificate) & having back

filling compound of (B) Inner chemical (CCM Compound)- Resistivity:-

ohm / meter testing as per IEC 62561-2017, Voltage drop:- < 1 volt at no

load & dry form, Sulphar content:- <2%(C) Back fill Compound :- Earthing

compound should be capable to retain moisture for long time Necessary

test report must be submitted by Agency.

(a) For Electrical Installation up to 440V in normal soil

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

Length of pipe - 1 Mtr

Back filling compound - 1 Nos Bag of 15 Kg.

202 Providing & erecting weather proof, dust & vermin proof, floor mounted 3.41 Sq.Mt. 14902.55 Rupees Fourteen Thousand

Nine Hundred Two And

front operated indoor type cubical panel board necessary IP-42 and above Sq.Mt. Paise Fifty Five Only

protection as per approval from engineer in charge made from 14 SWG

thick CRC M.S. sheet for outer body & doors, 16 SWG thick CRC M. S.

sheet for internal partitions with necessary accessories , 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-aluminum

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 board,

necessary ventilation, earthing strip complete. The Panel shall be painted

with epoxy powder coating.

(The rates excludes the cost of switchgears, bus bars, inter connecting

mains & Copper Aluminium strips, meters, Fuses etc. The dimension shall

be measured excluding base beams) The panel shall be supplied with

following approved manufacturers with following size.

(B) The standard companies switch gear shall be used and only

manufacturers at CPRI approved factory (i) with 350mm depth

203 Providing , erecting , fabricating the M.S. structure as per requirement on 80.00 Kg. 77.77 Rupees Seventy Seven And

Paise Seventy Seven Only

site incorporating proper size of M.S. angles, square, round, flats, bars, Kg.

channels, sections complete 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 complete.

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

204 Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable 20.00 Mtr. 490.86 Rupees Four Hundred

Ninety And Paise Eighty Six

multistrand Aluminium conductor for 1.1 KV. to be laid on wall with Mtr. Only

necessary clamps or in existing trench / pipe of following size of cables

(E) 3 1/2 core 95 Sq. mm (50 Sq. mm 1/2 core)

(D) 3 1/2 core 70 Sq. mm (35 Sq. mm 1/2 core) 80.00 Mtr. 378.75 Rupees Three Hundred

Seventy Eight And Paise

Mtr. Seventy Five Only

205 Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable 490.00 Mtr. 140.39 Rupees One Hundred Forty

And Paise Thirty Nine Only

multistrand / Solid Aluminium conductor for 1.1 KV. to be laid on wall with Mtr.

necessary clamps or in existing trench / pipe of following size of cables (C)

4 core 10 Sq. mm

(B) 4 core 6 Sq. mm 430.00 Mtr. 126.25 Rupees One Hundred

Twenty Six And Paise

Mtr. Twenty Five Only

206 Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable 40.00 Mtr. 190.89 Rupees One Hundred

Ninety And Paise Eighty

multistrand Aluminium conductor for 1.1 KV. to be laid on wall with Mtr. Nine Only

necessary clamps or in existing trench / pipe of following size of cables

(B) 4 core 25 Sq. mm

207 Making trench in soft soil of suitable width of 90 cm deep for laying cable 360.00 Mtr. 55.55 Rupees Fifty Five And Paise

Fifty Five Only

or locating the fault all over the run and back filling the same and making Mtr.

the surface as normal ground.

208 Making trench in Hard Murrum / Tar Road of suitable width of 90 cm or 30.00 Mtr. 432.28 Rupees Four Hundred Thirty

Two And Paise Twenty

required depth for laying any size of cable or locating the fault all over the Mtr. Eight Only

run and back filling the same and making the surface as normal ground.

(B) If additional machinery like hammer driller or JCB use [Add]

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

209 Providing & laying approved make Double walled corrugated pipes (DWC) 690.00 Mtr. 62.62 Rupees Sixty Two And

Paise Sixty Two Only

of polyethylene(conforming to IS 14930 II)with necessary connecting Mtr.

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

(C))90 mm outer dia 70.00 Mtr. 95.95 Rupees Ninety Five And

Paise Ninety Five Only

210 Providing and, fixing heavy duty flange type brass cable gland with rubber 32 Each 38.38 Rupees Thirty Eight And

Paise Thirty Eight Only

ring for PVC insulated armoured cable complete with out going tails, Nos.

insulating tape etc for following size of cables.

(C) 2 to 4 core 10 Sq. mm

(E) 2 to 4 core 25 Sq. mm 2 Each 51.51 Rupees Fifty One And Paise

Fifty One Only

211 Providing and, fixing heavy duty flange type brass double compression

type cable gland with rubber ring for PVC insulated armoured cable

complete with out going tails, insulating tape etc for following size of

(C) 3 & 1/2 core 70 Sq. mm 4 Each 103.02 Rupees One Hundred Three

And Paise Two Only

(D) 3 & 1/2 core 95 Sq. mm 2 Each 131.30 Rupees One Hundred Thirty

One And Paise Thirty Only

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

212 Solder less crimping type Aluminium lugs conforming to IS suitable for 128 Each 13.13 Rupees Thirteen And Paise

Thirteen Only

cable of following size evenly crimped with high pressure tool & connected Nos.

to switchgear terminals with brass/cadmium plated nut bolts in an

approved manner. (B) 10 Sq.mm

(A) 1.5/ 2.5/4/6 Sq.mm 160 Each 6.06 Rupees Six And Paise Six

(C) 16/25 Sq.mm. 8 Each 15.15 Rupees Fifteen And Paise

Fifteen Only

(D) 35/50 Sq.mm. 6 Each 20.20 Rupees Twenty And Paise

Twenty Only

(E) 70 Sq.mm. 12 Each 25.25 Rupees Twenty Five And

Paise Twenty Five Only

(F) 95 Sq.mm. 6 Each 40.40 Rupees Forty And Paise

Forty Only

213 Providing & erecting Approved make Power Saving 50 Watt Ceiling Fan 14 Each 1948.29 Rupees One Thousand Nine

Hundred Forty Eight And

with double ball bearing ISI mark with Condenser 230 volt A.C. 50 Hz Nos. Paise Twenty Nine Only

1200 mm sweep complete having 3blades with aluminium blades with

canopy & 30 cm. down rod erected with earthing.(Make shall be approved

by Engineer in charge))

214 Supplying and erecting 19 / 20 mm. nominal bore Medium Class M.S. Pipe 14.00 Mtr. 108.07 Rupees One Hundred Eight

And Paise Seven Only

down rod erected duly painted for fan complete with proper insulation Mtr.

without leakage and earthing.

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

215 Supplying & erecting fan hook box of 10 mm M.S. round bar bounded to 14 Each 108.07 Rupees One Hundred Eight

And Paise Seven Only

the RCC bars up to 50mm length each side and pierced through a 16 Nos.

Gauge M.S. box / Heavy Duty PVC box complete erected concealed in

Ceiling with necessary finishing.

216 Providing 2.5mm.thick laminated acrylic sheet to cover the fan hook or Fan 14 Each 18.18 Rupees Eighteen And Paise

Eighteen Only

box. Nos.

217 Supplying & erecting approved make low noise decorative exhaust fan 4 Each 1703.87 Rupees One Thousand

Seven Hundred Three And

having square frame ABS body with inbuilt lowers & square frame.200mm Nos. Paise Eighty Seven Only

with 1350RPM Cat.II

218 Supplying & erecting single phase approved make industrial exhaust fan 1 Each 2054.34 Rupees Two Thousand Fifty

Four And Paise Thirty Four

suitable for medium duty ring mounted low noise operation suitable for No. Only

medium duty having following dia size and maximum speed in RPM [A]

305 mm dia 900 RPM Cat.II

219 Supplying and erecting approved make Octagonal pole made from HR 16 Each 6874.06 Rupees Six Thousand Eight

Hundred Seventy Four And

sheet steel. The pole should be made as per IS. and shall be coated with Nos. Paise Six Only

hot dip galvanizing as per IS 2629/2633/4759, suitable suspend local wind

speed with integral Junction box consist of terminal plate of min 6mm

Hylam sheet, standard profile 35mmX7.5mm Din-Rail for MCB Mounting,

stud type terminal and arrangement for cable termination to be erected

With Suitable foundation (Included) as per details given by manufacturer

considering site requirement.(C) 5 Mtr. Long 70 mm Top X 130 mm bottom

dia, 3 mm thickness with 200mmX200mmX12mm base plate, 4-M16 Bolts

and 600mm long with necessary G.I. J Bolts .Approx Pole weight 46 kg

220 Supplying & erecting approved make SMC press moulded composite FRP. 31 No. 515.10 Rupees Five Hundred

Fifteen And Paise Ten Only

loop-in, loop-out approx. 2mm thick box complete with Bakelite connector Nos.

strip 5way(3P+N+E),DIN rail for mounting mob & hinged doors as per

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

requirement having locking arrangements with mounting clamp with nuts,

bolts & washers suitable for erection on pole with cable clamps& Nos.rth

bolt of following size of box.

(B) 250mm x 200mm x 100mm [deep]

221 Supplying and erecting Street light pole bracket comprising main B Class 14 No. 491.87 Rupees Four Hundred

Ninety One And Paise

GI pipe of 4.2 cm/require outside dia. complete with suitable B Class G.I. Nos. Eighty Seven Only

sleeve tubing of approx. 45cms.length and suitable for

76.5mm/80mm/require size of pole top having nuts and bolts for fixing the

brackets and having spread of 0.5 mtr. Length with 110 deg. with vertical

plane and suitable welded stiffener reducer and nipple with check nut

complete painted with one coat. of Red oxide / PU base primer and two

coats of Aluminium / PU paint. paint with following nos of arms.

[A] Single Arm bracket 0.5 Mtr

[B] Double Arm Bracket 0.5 Mtr 2 No. 622.16 Rupees Six Hundred

Twenty Two And Paise

Nos. Sixteen Only

222 Supplying & erecting IP 55 grade following size section pillar fabricated

from joint less M.S. Sheet with angle iron legs made from jointless M.S.

Angle with cable clamps to be buried in ground to have appropriate

erection to work uniform until erected with cement concrete foundation and

45 cm high bricks work finishing with plaster etc. hinged double door

internally supported on both side, with internal and outside looking

arrangement with look and keys in duplicate 35 x 35 x 5 mm M.S. Angle of

Two Nos. one is welded and other with nut and bolt for erecting Bakelite

sheet. Painting the Section Pillar inside and out side with three tank

powder coated paint. section pillar roof should be without joint with water

leakage proof & tested as per IP 55 test & followed by IS 2147 of

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

(B) 75 X 60 X 45 cm section pillar fabricated from 16 Gauge MS Sheet 1 No. 3595.60 Rupees Three Thousand

Five Hundred Ninety Five

with angle iron legs 45 cm long made from 35 X 35 X 5 mm thick MS No. And Paise Sixty Only

223 Supplying and erecting HYLAM sheet on existing angle iron frame.for 0.60 Sq.Mt. 1541.27 Rupees One Thousand Five

Hundred Forty One And

following thickness(D) 8mm Sq.Mt. Paise Twenty Seven Only

224 Supplying & erecting approved make Digital time switch having lithium cell 4 Each 3168.37 Rupees Three Thousand

One Hundred Sixty Eight

6 years operative and operate battery backup 1 channel day clock with 14 Nos. And Paise Thirty Seven

memory programme, suitable to operate on 240V + 5%, 16A with, floating Only

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.

225 Supplying & erecting power contactor ,AC3 duty for time switch complete 4 Each 2782.55 Rupees Two Thousand

Seven Hundred Eighty Two

erected as per direction Cat III (D) 4 pole 440V 40 Amp. Nos. And Paise Fifty Five Only

226 Supplying, erecting, testing, commissioning approved make M.S. Polygonal High 1 Each 150688.97 Rupees One Lakh(s) Fifty

Mast Pole having following general Specification. Thousand Six Hundred

(a) Polygonal Section fabricated from M.S. Plate confirms BSEN 10025 & Hot deep No. Eighty Eight And Paise

Ninety Seven Only

galvanized minimum 65/86 micron (as per IS 2629 /1985) Lantern carriage with

ring and rubber lines for erection of luminaries of suitable site.

(b) Maximum telescopic section not more than four

(c) Double drum gear pipe motorized winch with 6mm dia S.S. Rod (For 16 mtr and

above size)

(d) Approved make L.E.D. aviation light = 1 No. Lightening arrestor = 1 No. with

necessary wiring of 2.5 sq.mm 5 core ISI copper cable Unarmoured.

(e) Bottom most section suitable for mounting reversible motor and switchgears

having door not more than 1400mm x 300mm with waterproof gasket & hinges &

locking arrangement.

(f) Pole structure comprises suitable size of reversible motor, cable and necessary

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

switchgears with control panel.

(g) bottom section shall have suitable size of thickness supports ribs foundation

bolts nuts etc.

(h) Item not comprises the cost of lanterns.

(i) Necessary Cement Concrete foundation as per IS including testing &

commissioning of the entire structure for following size of High Mast poles

[2] High Mast 14 Mtr. TOP A/F 105 Mm, BOTTOM A/F 400 Mm, No. of Sec. No. -

1, Bottom Thickness - 3 mm, Size Base Plate - dia.520 mm x 16 mm thick,

Foundation Bolt Size M24 x 850 mm, Qty - 8 Nos., Suitable for mounting Fitting of

Light - 6 Nos.

227 Providing & erecting water cooler having storage capacity 150 Ltr. & 2 Each 55893.40 Rupees Fifty Five Thousand

cooling capacity 150 Ltr.per hour @ an ambient temp of 45˚ C. The outlet Nos.

Eight Hundred Ninety Three

And Paise Forty Only

temp. of the water should drop by 15˚C within a hour, The water cooler

should be comprising of hermetically sealed compressor, fan motor,

condensing unit, water tank surrounded by evaporating, coil, thermostats,

relay etc. complete with necessary inlet & outlet connection. The body of

water cooler will be made from Stainless Steel.

228 Supplying & erecting 5 stage single reverse osmosis water purification 2 Each 29187.99 Rupees Twenty Nine

Thousand One Hundred

system with M.S. powder coated frame, prefilter housing with 'O' ring Nos. Eighty Seven And Paise

presediment filter GAC filter, carbon filter suitable buster DC pump Ninety Nine Only

capacity 80 psi, mention with 40 psi inline type post carbon filter auto low &

high pressure switches with following size of storage tank & LPH capacity

& erected as directed

[C] 50 Ltr / Hr with 150 psi 2 nos booster pump

229 Supplying and erecting approved make online Un-interruptible Power 1 Each 82941.20 Rupees Eighty Two

Thousand Nine Hundred

Supply system comprising flat cum-boost charger with IGBT base rectifier No. Forty One And Paise

& Inverter & sealed maintenance free SMF batteries. The charger having Twenty Only

operating capacity for input 160-270V AC & inverter having output 230V,50

Hz Ac with 0.8 load power factor with battery, over/under voltage output

with over load & short circuit protection equipment. The system housed in

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

CRC sheet duly powder coated paint with following power backup.with MS

painted batteries stand, 10% Overload capacity for momentary load.

(C) 3 KVA with 1Hr Backup

230 Providing & erecting open well horizontal mono block pump set with cast 2 Each 15707.52 Rupees Fifteen Thousand

Seven Hundred Seven And

iron body, complete for three phase submersible motor having Nos. Paise Fifty Two Only

[C] For 3 HP 3 phase open well horizontal mono block pump set suitable

for 85 LPM to 270 LPM @ 11 mtr to 33 mtr head suitable for 50/65 mm dia

delivery pipe Cat.II

231 Supplying and erecting Direct on line starter with 30 Amp. (resistive @ 2 Each 2168.47 Rupees Two Thousand One

Hundred Sixty Eight And

230v) power relay and with 2 to 5/ 4 to 10 / 8 to 20 amp. Range C.T. Nos. Paise Forty Seven Only

Operated electronic overload relay in engineering grade plastic enclosure

for 3 ph 415v 50 HZ A.C. motor up to 7.5 HP with high voltage protection

(above 480 v) and under voltage protection (below 330 v) current sensing

single phasing protection. Reverse phasing protection, inverse current

characteristic overload protection with indication for On, OL, HV,LV SPP in

a single unit with feather touch start / stop push button, high temperature

with standing Bakelite terminals complete erected on P.W. Block with

necessary connection. [Cat.II]

232 Supplying and erecting approved make panel mounting type Digital 3 Each 1275.63 Rupees One Thousand Two

Hundred Seventy Five And

Voltmeter having 3 digits LED display, 0 to 750 AC Volts range erected on Nos. Paise Sixty Three Only

existing panel board with all connection, wiring etc .with manufacturers

calibration certificate.

233 Supplying and erecting approved make panel mounting type Digital 3 Each 1558.43 Rupees One Thousand Five

Hundred Fifty Eight And

Ammeter having 3 digits LED display, external CT operated, calibrated for Nos. Paise Forty Three Only

0 to 1000 Amps suitable to operate on 500 Volt AC , erected on existing

panel board with all connection, wiring etc .with manufacturers calibration

certificate.

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

Seventeen And Paise

AC Supply 500 V on existing panel board with necessary connections. Nos. Fourteen Only

235 Providing & erecting L.T. Current Transformer with bar primary 50/5 to 9 Each 274.72 Rupees Two Hundred

Seventy Four And Paise

1000/5 ratio 15 VA burden erected in existing CRCA box duly secured with Nos. Seventy Two Only

insulating materials connected to the meter

236 Supplying and erecting approved make suitable panel indicator LED type 9 Each 43.43 Rupees Forty Three And

Paise Forty Three Only

lamp, lens cover, complete erected with necessary connections. Nos.

237 Lowering of submersible motor pump set at the depth of following 2 Per Job 856.48 Rupees Eight Hundred Fifty

Six And Paise Forty Eight

,complete with required. Nos. and size of casing pipes erected by means Job Only

of proper chain pulley block & pipe wrenches after checking of threads of

each pipe with coupling to take the load of the pump set and pipe

assembly filled up with water (D)For Open well Horizontal submersible

pump set for sump well (i) 1 HP to 5 HP

238 Providing and erecting ISI marked PVC insulated PVC Sheathed Flat 40.00 Mtr. 104.03 Rupees One Hundred Four

And Paise Three Only

flexible Submersible copper cable approved make of following Size. (B) 3 Mtr.

Core x 2.5 Sq. mm.

239 Providing Water proof straight Joint in PVC insulated flat flexible copper 2 Each 189.88 Rupees One Hundred

Eighty Nine And Paise

cable by using insulating material, water proofing material, & making the Nos. Eighty Eight Only

joint complete. (A) Up to 10Sq. mm

240 Supply, Installation, Testing & Commissioning of following size of Grid Tied Solar 9.00 PER KW 44081.45 Rupees Forty Four

Power Plant with Thousand Eighty One And

Solar Panels (ALMM approved): Frame Material: Anodized Aluminum alloy Frame KW Paise Forty Five Only

With Twin Wall Profile, Front Cover : High Transmission Low-Iron Tempered Glass

(AR Coated), High efficiency and positive power tolerance Pmax: 0/+5, Module

Efficiency should be approx. 19.5%-22%, Normal operating temperature 45'C,

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

Junction Box with Waterproof IP67 & MC4 Compatible and Enclosed with Bypass

diodes, 100% Electroluminescence test to ensure error free Modules, Thep. temp.

co-efficient of the PV module shall equal or better than -0.45%/degree C. Solar PV

modules of minimum fill factor 75% to be used. Unit Production:- More than

Unit /kw /day (Actual)(1Year Avg) With 10 year Product warranty and 25 year

Linear Power Warranty includes all mechanical and electrical parameters of the

Solar panel. Modules must be complied to the DCR(Domestic content

requirements). The Ration of AC to DC is 5:6 for the Installation capacity which are

given in AC KW.

Solar Inverter: MPPT Range: MPPT Range: 80-1000 V , Max efficiency: 97.5% -

98.9%, O/p Frequency: 50/60Hz, Operating Altitude (m) ≤4000, O/p Power Factor:

~1, O/P THDi: <3%, Operating Temperature Range: -25~60°C, Integrated

protection of Inverter are Anti-islanding Protection, Input Reverse Polarity

Protection, Insulation Resistor Detection, Ground fault protection, Residual Current

Monitoring Unit, Output Over Current Protection, Output Short Circuit Protection,

Output Over Voltage Protection, PV array string fault Protection. Protection

Degree: IP65, User Interface LCD & APP, Datalogger & Communication: GPRS /

Wi-Fi. Integrated, Input Reverse Polarity Protection Integrated, Insulation Resistor

Detection Integrated, Residual Current Monitoring Unit Integrated, Output Over

Current Protection Integrated, Output Short Circuit Protection Integrated, Output

Over Voltage Protection Integrated, Protection Degree: IP65, User Interface LCD &

APP, Datalogger & Communication: GPRS / Wi-Fi, Module Mounting Structure:

The mounting (Rectangular pipe / square pipe / circular pipe) with requisite cross

bars, nuts and bolts, etc. shall be Hot deep galvanized with minimum 80micron

coating. The Rectangular / square /circular hollow pipe section used for the

structure should have a minimum thickness of 2.0 mm. other than above, the

material thickness should be minimum 2.5 mm. A certificate of a structural

engineer certifying the strength and stability of the mounting structure to withstand

the weight and wind speed of 150 km/hour throughout the life span of 25 years of

the system, shall be submitted by the vendors. Hot Dipped Galvanized steel coils.

suitable arrangement for base plate for foundation , solar panel mounting, the

structure should be suitable for carry the load of solar panel, wiring, sprinkler

system etc. with necessary foundation work/wall mount, j bolt, anchor fastener etc.

the nut bolt used for installation of structure should be (SS 304) quality. The ground

clearance of the bottom most edge of solar panel shall not be less than 300 mm to

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

1200 mm or as per site’s technical/feasibility requirement.

a. Column –The minimum section (thickness) should be 60MM*40MM

b. Rafter - The minimum section (thickness) should be 60MM*40MM

c. Purlin - The minimum section (thickness) should be 40MM * 40MM Balane of

System with necessary Switchgears (Suitable size and protection of ACDB &

DCDB), inter connecting wiring, earthing system as per the CEIG drawing

approval, lightening arrester system as per the CEIG drawing approval, all

liasoning work with various govt. department like state nodal agency, DISCOM &

CEIG is included in agency scope (Excluding All charges namely GEDA

Application fees, Solar connectivity Charges, Meter connectivity Charges, Meter

testing Charges and system stability/strengthening charges.) (B) Grid Tied Solar

Power System: 7 - 10 kW (3 - phase)

0 TOTAL AMOUNT PUT TO TENDER

0 TOTAL AMOUNT PUT TO TENDER

Rupees Five Crore Six Lakh(s) Seventeen Thousand Eight Hundred Twenty Two And Paise Fifty One Only

I/am we/are willing to carry out the work at _____% above /below _____________ percent (should be written in figures and words)

of the estimated rates mentioned above. Amount of my/our tender works out as under.

* Estimated amount put to tender * Estimated amount put to tender

Deduct :_____ %below Rs.________________ Add :_____ %above Rs.________________

Net Rs. ______________________ Total Rs. ______________________

In words ___________________________ In words __________________________

{* Strike whichever is not applicable.}

Signature of Executive Engineer

contractor R. & B. Division

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.

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

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

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 the tender.

Signature of Executive Engineer

contractor R. & B. Division