SR to Mamlatdaar Office at Mandvi Ta. Mandvi (Door & Window repairing, Slab Colour work, New Parking Shed & Old Parking Shed repairing & other Misc. work) (KCH/SR/NR/2025-26/31)

Name of work :-

SR to Mamlatdaar Office at Mandvi Ta. Mandvi (Door & Window repairing,

Slab Colour work, New Parking Shed & Old Parking Shed repairing & other

Misc. work) (KCH/SR/NR/2025-26/31)

Bill of Quantity

Memorandum showing items of works to be carried out.

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

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

No. Estimated according to

but may be In Figures In Words estimated Quantities

1 39.38 Excavation for foundation upto 1.5 122.94 Rupees One Cmt

m depth including sorting out and Hundred

stacking of useful materials and Twenty Two

disposing off the excavated stuff And Paise

upto 50 Meter lead.(A) Loose or soft Ninety Four

2 5.63 Providing and laying cement 3095.25 Rupees Three Cmt

concrete 1:3:6 (1-Cement : 3- Thousand

coarse sand : 6- Crushed stone Ninety Five

aggregates 40 mmnominal size) and And Paise

curing complete excluding cost of Twenty Five

formwork in (A) Foundation and Only

3 11.81 Precast concrete block masonry 3771.97 Rupees Three Cmt

(including quoin blocks jamb Thousand

blocks closer etc.) with solid Seven Hundred

concrete blocks of approved size Seventy One

made of cement concrete 1:3:6 mix And Paise

(1- Cement : 3 coarse sand: 6- Ninety Seven

graded stone aggregates of 20 mm Only

and down grade) in foundation and

4 11.44 Precast concrete block masonry 4053.69 Rupees Four Cmt

(including quoin blocks jamb Thousand Fifty

blocks closer etc.) with solid Three And

concrete blocks of approved size Paise Sixty

made of cement concrete 1:3:6 mix Nine Only

(1- Cement : 3 coarse sand: 6-

graded stone aggregates of 20 mm

and down grade) in foundation and

plinth cement morter 1:6 with

precast concrete block in

superstructue above plinth upto

floor two level.

5 3.38 Providing and laying controlled 5629.74 Rupees Five Cmt

cement concrete M.250 and curing Thousand Six

complete including the cost of Hundred

formwork and reinforcement for Twenty Nine

reinforced concrete work in [C] And Paise

Copping Seventy Four

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

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

No. Estimated according to

but may be In Figures In Words estimated Quantities

6 304.20 Providing TMT Bar FE 500D 77.29 Rupees kg

reinforcement for R.C.C. Seventy Seven

workincluding bending, binding And Paise

and placing in position complete Twenty Nine

upto floor two level Only

7 278.00 Providing 20mm thick cement 203.78 Rupees Two Smt.

plaster in single coat on single or Hundred Three

half brick walls for interior And Paise

plastering upto floor two level and Seventy Eight

finished even and smooth in (ii) Only

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

8 278.00 Finishing wall with water proofing 60.80 Rupees Sixty Smt.

cement paint of on wall surfaces And Paise

(Two coats) to give an approved Eighty Only

brand and manufacture and of

required shape even shade after

thoroughly brushing the surface to

remove all dirt and remains of loose

powered materials.

9 300.00 Providing and fixing M.S. grills of 109.08 Rupees One kg

required pattern to wooden frames Hundred Nine

of windows etc. with M.S. flats at And Paise

required spacings and frame Eight Only

alround, square or round bars with

round headed bolts and nuts or by

screws (A) Plain Grill.

10 150.00 Providing, laying and jointing in 834.38 Rupees Eight Rmt

true line and level 160 diametre Hundred Thirty

U.P.V.C (Type B) conforming to IS Four And Paise

13592-1992 with one end plain and Thirty Eight

other end socketed with Only

rubberring, & fittings 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 diametre x

mm length x 196 mm heigh at

every 2000 mm center to center or

shall be concealed in walls as

directed including necessary

fittings such as bends, shoes etc.

including testing of pipes and joints

and jointed with adhesive solvent

cement including cost of all

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

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

No. Estimated according to

but may be In Figures In Words estimated Quantities

11 6.00 Providing and fixing screw down 186.83 Rupees One Nos.

bib taps of following size.(A) Brass Hundred

screw down bib tap polished bright. Eighty Six And

(i) 15mm dia. Paise Eighty

12 14.58 Providing and fixing standard 3429.96 Rupees Three Smt.

alluminium glass windows having Thousand Four

standard extruded anodized section Hundred

frame of approved tint of size 95 x Twenty Nine

31.75 x 18 mm section No 20832 And Paise

wt. 1.248 Kg/Rmt, Horizontal Ninety Six Only

THree Track and Vertical member

92 x 31.75 x 18 mm section of wt.

1.06 Kg./Rmt, shutter size 40 x

mm section No. 20737 wt.

Kg./Rmt, No 20738 0.547 Kg/Rmt,

No 20750 0.651 Kg/Rmt with 5mm

thick transperant glass of copper

tint and and fixed glass ventilators

on top as per detailed drawing etc.

13 9.45 Providing and fixing alluminium 3924.86 Rupees Three Smt.

doors having door frame of 63.0 x Thousand Nine

38.10 x 2.95 mm size (1.516 Hundred

Kg./Rmt) section No 14005 with Twenty Four

wooden inserts for durable grip of And Paise

door hinges, Single Shutter Pivoted Eighty Six Only

35mm tk Flush Door with floor

spring solid core finished with

mm tk lamination on both side

with S.S handle and S.S Fixtures

and fastening including labour &

material equipments as directed.

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

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

No. Estimated according to

but may be In Figures In Words estimated Quantities

14 14.18 Providing and fixing FRP frame size 2615.04 Rupees Two Smt.

125x65 mm and 35mm thick FRP Thousand Six

shutter having extra reinforcement Hundred

on sides & edges in polish finish. Fifteen And

The core of the shutter & frame is Paise Four Only

to be filed up with injected

polyurethene foam done in situ

alongwith embedded wooden pieces

for stiffening & also taking hinges

& fintures. The whole FRP frame &

shutter is to be water proof weather

proof, termite proof & resistance to

mild acid/alkali. Rates are to be

inclusive of S.S hinges with

necessary screws & alluminium S.S

fixtures & fastenings & fastener

15 5.67 Providing and fixing 35mm thick 2152.31 Rupees Two Smt.

factory made moulded door shuter Thousand One

consisting of solid core single leaf Hundred Fifty

flush door of 30mm thickness, Two And Paise

lipped with 15mm (5mm x 3) thick Thirty One Only

x 30mm width on one stiles and

top rail and 10mm (5mm x 2) thick

x 30mm width on the other stiles

and bottom rails. The inner panel

laminated with 2mm thick termite

proof, water proof and fire resistant

moulded PVC sheet with

raised panel design in different

plain and /or prelim colours on one

side after routing the moulded

design on flush door and 2mm

plain and/or prelim PVC sheet on

other side using rubber adhesive

on flush door and solvent cement

adhesive on the PVC liping etc.

complete as per direction of

Engineer in charge, manufacture’s

specification and drawing.

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

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

No. Estimated according to

but may be In Figures In Words estimated Quantities

16 11.00 Constructing brick masonry 7180.44 Rupees Seven Nos.

chamber for underground C.I. Thousand One

Inspection chamber and bends with Hundred

bricks having crushing strength Eighty And

not less than 35Kg/ Cm2 in C.M. Paise Forty

1:5 C.I. cover with frame (Light Four Only

duty) 455mm x 610mm intenal

dimensions total weight of cover

with frame to be not less than

38Kg. (Wt. of cover 23 Kg.) and Wt.

of frame 15Kg. ) (R.C.C. top slabe

with 1:2:4 mix (1-cement :2- coarse

sand :4-graded stone aggregate

20mm size) foundation concrete

1:5:10 inside plaster 15mm thick

with cement mortar 1:3 finished

smooth with a floating coat of neat

cement on walls and bed concrete

etc. complete.(iii) Inside dimensions

600mm x 850 mm and 450mm

deep for pipe lines with three or

17 28.80 Painting two coats (including 128.62 Rupees One Smt.

priming coat) on new steel and Hundred

other metal surface with enamel Twenty Eight

paint, brushing, interior to give an And Paise Sixty

even shade including cleaning the Two Only

surface an even shade including

cleanicn the surface of all dirt, dust

and other foreign matter.

Rupees Six Lakh(s) Seven Thousand Three Hundred Fifty Five And Paise Fifty Only

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

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 Labour Cess shall be recovered as per SBD

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 Contractor Executive Engineer

R & B Division, Bhuj