Repairing to Minor Bridge located on Kukma Chakar Chandiya Road km Ch. 4/00 to 4/200 Ta. Bhuj, Dist. Kutch

Name of work :-

Repairing to Minor Bridge located on Kukma Chakar Chandiya Road km Ch.

4/00 to 4/200 Ta. Bhuj, Dist. Kutch

Bill of Quantity

Memorandum showing items of works to be carried out.

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

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

No. Estimated In Figures In Words

to estimated Quantities

1 0.45 Clearing and grubbing road land 34889.38 Rupees Thirty Hect

including uprooting rank vegetation Four Thousand

grass bushes,shrubs,sapling and Eight Hundred

trees girth up to 300 mm removal Eighty Nine

of stumps of trees cut earlier and And Paise

disposal of unserviceable Thirty Eight

materials(D) By mechanical means Only

in area of thorny jungle

2 30.00 Removing and scraping of old 19.89 Rupees Smt

deteriorated plaster of any Nineteen And

thickness fromm wall / R.C.C Paise Eighty

member including stacking of Nine Only

serviceable material and disposal of

unserviceable from site of work

with all lead and lift

3 64.50 Excavation for foundation in sand, 511.11 Rupees Five Cmt

gravel, clay soft soils and murrum Hundred

etc. including shoring, strutting Eleven And

dewatering as necessary and Paise Eleven

disposing of the excavated stuff as Only

directed.(A) Depth upto 3.0 M. and

lead upto 100m for 10 Cum

4 17.20 Providing and laying cement 3095.25 Rupees Three Cmt

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

Coarse sand : 6- Graded brick bat Ninety Five

aggregate 40mm normal size) and And Paise

curing complete excluding cost of Twenty Five

formwork in (A) Foundation and Only

5 51.60 Providing and laying cement 4029.02 Rupees Four Cmt

concrete work 1:2:4 (1- Cement :2- Thousand

Coarse sand : 4- graded stone Twenty Nine

aggregates 20 mm nominal size) And Paise Two

and curing complete excluding cost Only

of formwork and reinforcement for

reinforced concrete work in (A)

Foundations, footings, Base or

columns and Mass concrete

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

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

No. Estimated to estimated Quantities

but may be In Figures In Words

6 16.00 Shuttering: Providing, erecting and 890.82 Rupees Eight Smt

removing proper, safe and leak Hundred

proof shuttering using Plywood, Ninety And

steel plate to facilitate any type of Paise Eighty

concrete repair work etc. as Two Only

directed by Engineer in charge.

7 2322.00 Providing TMT Bar FE 550D 94.99 Rupees Ninety kg

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

including bending, binding and Ninety Nine

placing in position complete upto Only

floor two level

8 13.50 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

plinth cement morter 1:6

9 90.00 Providing 15mm thick cement 180.40 Rupees One Smt

plaster in single coat on Rough Hundred

(Similar)side of single or half brick Eighty And

walls for interior plastering upto Paise Forty

floor two level and finished even Only

and smooth in (i) Cement mortar

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

10 100.00 Finishing wall with weather proof 196.94 Rupees One Smt

exterior emulsion paint including Hundred

primer on wall surface (two coats) Ninety Six And

to give an required shape even Paise Ninety

shade after thoroughly brushing Four Only

the surface to remove all dirt, and

remains of loose powdered

materials.etc complete

11 90.00 Cutting out cracks of roof terrace to 68.49 Rupees Sixty Rmt

V- section , cleaning out, wetting , Eight And

grouting with cement and sand Paise Forty

slurry 1:3 (1-cement 3-sand ) Nine Only

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

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

No. Estimated to estimated Quantities

but may be In Figures In Words

12 268.00 Scaffolding:-Providing, erecting and 208.06 Rupees Two Smt

dismantling safe H frame and/ pipe Hundred Eight

scaffolding including working And Paise Six

platform for external area of bridge Only

pier to facilitate all works etc.

completed, Measurement for

payment shall be considered as per

detailed specification. (Property of

contractor, and repetitions willbe

paid per pier) (for Every 1 m extra

height, increase the rate by

rupees/ meter height (A) up to

13 319.12 Epoxy bonding agent of new 529.24 Rupees Five Smt

concrete to old concrete.The Hundred

applied bond agent should possess Twenty Nine

min properties as below: Shear And Paise

Strength- @7days 20N/mm2 Twenty Four

Flexural Strength- 7days 35N/mm2 Only

Compressive Strength- @ 7days

50N/mm2 (The new repair mortar/

concrete should be applied within

overlay time of epoxy bonding agent

mentioned as per manufacturer's

14 321.52 Guniting concrete surface with 775.68 Rupees Seven Smt

cement mortar applied with Hundred

compressor after cleaning surface Seventy Five

and spraying with epoxy complete And Paise Sixty

as per Technical specification. Eight Only

(Reference to MORT&H's

specification 2807)

15 110.00 Providing and inserting nipples 502.98 Rupees Five Nos

with approved fixing compound Hundred Two

after drilling holes for grouting as And Paise

per Technical specifications Ninety Eight

including subsequent cutting/ Only

removal and sealing of the hole as

necessary of nipples after

completion of grouting with

16 300.00 Sealing of cracks/ porous concrete 794.87 Rupees Seven kg

by injection process through Hundred

nipples/ Grouting complete as per Ninety Four

Technical specification. And Paise

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

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

No. Estimated to estimated Quantities

but may be In Figures In Words

17 376.60 Providing and applying approved 743.24 Rupees Seven Smt

elastomeric anti-carbonation Hundred Forty

protective coating system on Three And

exposed concrete surfaces of bridge Paise Twenty

components such as deck soffit, Four Only

girders, piers, pier caps,

abutments, return walls and

parapets, comprising thorough

surface preparation by removing

dust, laitance, oil, grease, algae,

loose particles and deteriorated

coatings by wire brushing, grinding

and water jetting/air blowing,

making good minor surface defects

with approved polymer modified

repair mortar wherever required,

applying one coat of compatible

acrylic/epoxy based primer

followed by two coats of anti-

carbonation elastomeric acrylic

protective coating of approved

make and shade to achieve a

minimum dry film thickness of

250–300 microns, complete with all

materials, labour, tools and plants,

scaffolding, curing/protection,

finishing and all incidental works,

as per the manufacturer's

specifications, technical

18 60.00 Providing masonry steps with 230.50 Rupees Two Nos

Cement Pointing on approaches as Hundred Thirty

directed. And Paise Fifty

Rupees Sixteen Lakh(s) Ninety Nine Thousand Eight Hundred Five And Paise Sixty One Only

*Estimated amount *Estimated amount

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

Deduct : ………% below Add : ………% above

Net Rs……………………… Net Rs………………………

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

*(please strike out whichever is not applicable)

Note-1 All works shall be carried out as per Public Works Department Handbook and other specifications of

Division or as directed.

Note-3 Rates quoted include clearance of site (prior commencement of work and its close) in all respects and

hold good for work under all conditions, site, moisture, weather etc.

Note-5 Testing Charges for the quality of material shall be recovered as per SBD

Note-8 pnMU VG[ BF6 lJEFU4 ;lRJF,I4 UF\WLGUZGF 9ZFJ S|DF\So V[DPV[DPVFZPv !!Z___vZ_!#vK4 TFP!q)qZ__$ YL

ZFHI ;ZSFZGF AF\WSFD DF8[ J5ZFTF UF{6vBlGHGL ZMI<8L ;FNL DF8L VG[ ;MO8 DMZD 5Z ZMI<8L ,FU] 50X[P

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

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

No. Estimated to estimated Quantities

but may be In Figures In Words

Note-9 Labour Cess shall be recovered as per SBD

Note-10 Quantity of items may reduce or increase as per work execution.

Note-11 p5ZMST SFD SM.56 SFZ6;Z D\H]Z q GFD\H]Z SZJFGL ;œF ;CL SZGFZ VlWSFZLGL VAFlWT ZC[X[P

Note-13 In RCC items where there is change of grade mix or change as per actual mix design the difference of

cement consumption shall be deducted from rate of original item at the rate of star rate mentioned in

tender. However for Increase in quantity of cement no additional payment shall be made.

Note-14 For earthquake resistance provision the work shall be carried out as per the instruction of Engineer in-

Note-16 CM8DL1F %,Fg8 VG[ 5[JZYL YTF 0FDZGF SFDM AFAT[ ;ZSFZzLGF DFP VG[ DP lJEFU4 UF\WLGUZGF 5lZ5+

G\PV[;V[RVFZq!5(&qVF.ALq!*)s&fv;4 TFPZ_q!q_* VG[ 5ZL5+ S|DF\SP5ZRq!_qZ_!5q55q;L4 TFP_$q!!q!5

D]HA VG];ZJFG]\ ZC[X[P

Note-17 U]HZFT ;ZSFZzLGF DFPDPlJEFUGF 5lZ5+ S|DF\So VFZHLV[Gq&_Z__&qs#5fv; YL NFB, YI[, XZTMP

1) 5_DLDLYL JW] 0FDZ SFDGL ;\I]ST HF0F. sALPV[;PHLP4 ALPALPV[DP l;JFIf CMI T[JF Z:TFGF SFDDF\ NZ Z5_DLP NL9

V[S S|M; ;[SXG 5Z 0FDZSFDGL 5CM/F. VG];FZ A[ YL RFZ SMZ ;[d5, .HFZNFZ[ 5MTFGF SMZ S8L\U DXLG J0[ ;\A\lWT

GFIA SFI"5F,S .HG[ZzLGL CFHZLDF\ D[/JL VF5JFGF ZC[X[ VG[ VF ;[d5, ;L, SZL DFgI ,[AMZ[8ZL DFZOT YLSG[;4

0[g;L8L TYF AL8]DLG; Sg8[\8GF 5lZ1F6 SZFJL 5lZ6FD[ D[/JJFGF ZC[X[P ;\TMQFSFZS 5lZ6FDM VFjIF ;]WL 0FDZ SFDGL

R]SJJF5F+ ZSDGF 5@ ZSD JLYC[<0 ZFBJFDF\ VFJX[4 H[ ZSD ;\TMQFSFZS 5lZ6FDM D?IF AFN H K]8L SZFX[P 5Z\T]

;\TMQFSFZS 5lZ6FDM GlC\ D[/JJFGF lS:;FVMDF\ SZFZGL VgI XZTM VG];FZ SFI"JFCL Y. XSX[P

2) ~FP!__ ,FB S[ T[YL JW] ZSDGF SZFZ C[9/GF SFD 5Z .HFZNFZ[ O],8F.D SJM,LOF.0 V[gHLGLIZ lGI]ST SZJFGM ZC[X[ H[

V\U[ SFDGF JS"VM0"Z D?I[ lNGv!5 DF\ SFI"5F,S .HG[ZzLGL HF6 C[9/4 GFIA SFI"5F,S .HG[ZzLG[ lGO]S .HG[ZGF GFD4

SJM,LOLS[XG4 DFS"XL84 ;8L"OLS[84 S,Z OM8MU|FO4 lGI]lSTGF C]SD JU[Z[ lJUT ZH] SZJFGL ZC[X[ TYF SFD 5Z CFHZ YIF

V\U[GM ZL5M8" VF5JFGM ZC[X[4 H[ VG];FZ SZFZ C[9/GF SFD 5Z SJM,LOF.0 .HG[ZGL p5ZMST XZT D]HA lGI]lST YFI

TYF :Y/ 5Z BZ[BZ SFDULZL G ;\EF/[ tIF\ ;]WLGF ;DIUF/F T[DH SFD RF,] ZC[ T[ ;DI NZdIFG lGI]S SZ[, .HG[Z

SFDULZL ;\EF/X[ GlC\ T[ ;DIUF/F DF8[ ~FP!54___qv 5|lTDF; ,[B[ lA,DF\YL S5FT SZJFDF\ VFJX4 H[ GMG ZLO\0[A,

Signature of Contractor Executive Engineer

R&B Division, Bhuj