SR To Mundra Zarpara Kandagara Road Ch.29/590 By Retaining Wall Ta: Mundra, Dist. Kutch

Name of work :-

SR To Mundra Zarpara Kandagara Road Ch.29/590 By Retaining

Wall Ta: Mundra, Dist. Kutch

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 In Figures In Words

but may be estimated Quantities

1 476.00 Excavation for foundation in sand, 511.11 Rupees Five Cum

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 3.0m

2 45.26 Providing and filling in foundation 3327.08 Rupees Three Cum

with ordinary Cement concrete M- Thousand

100 mix and providing necessary Three Hundred

vertical pin headers including Twenty Seven

formwork, vibrating, ramming and And Paise

curing complete. Eight Only

3 286.88 Providing and casting in situ 5454.00 Rupees Five Cum

controlled cement concrete M-300 Thousand

for R.C.C. return as per drawings Four Hundred

including centering shuttering, Fifty Four Only

scaffolding where necessary, laying

vibrating, curing and finishing

complete.(A) Height from 0.0 to

M. (1) Piers (2) Abutment (3)

RCC return(4) raft etc

4 21.52 Providing and laying in position FE 91563.57 Rupees Ninety MT

550D TMT bar reinforcement One Thousand

including cutting, bending, Five Hundred

hooking and tying complete as per Sixty Three

detailed drawings for the And Paise Fifty

following.(A) Piers (B) Abutments Seven Only

(C) R.C.C. Returns

5 212.50 Providing and laying - Fitter 1239.35 Rupees One SMT

Media 600mm thick directed at Thousand Two

the back of abutments, returns Hundred

and wing walls as per detailed Thirty Nine

specifications. And Paise

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

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

6 127.50 Providing, laying and jointing in 876.90 Rupees Eight Rmt

true line and level 110 diametre Hundred

U.P.V.C (Type B) conforming to IS Seventy Six

13592-1992 with one end plain And Paise

and other end socketed with Ninety Only

rubber ring, & fittings conforming

to ISI 14735-1999 of approved.

pipe shall be fixed on wall heigh

at every 1000 mm center to center

or shall be concealed in walls as

directed. for weep hole in

Aburtments, and returns proper

grede and jointing the completed

as per detailed specification.

7 153.42 Filling available excavated 136.92 Rupees One Cum

earth (excluding rock) in Hundred

trenches. plinth, sides of Thirty Six And

foundations etc. in layers not Paise Ninety

exceeding 20 cm. in depth Two Only

consolidating each disposited

layer by ramming and watering.

Rupees Forty Three Lakh(s) Twenty Five Thousand One Hundred Thirty Six And Paise Forty

*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 of material shall be statement attached with the GERI Vadodara. Bill for testing charges

shall be paid by the Executive Engineer and 1% (One Percent) of amount put to tender excluding

cost of materials to be issued as schedule A i.e. Rs. _________ shall be recovered from the

Contractor's running bills as per (R&B) Department No.TNC/1085/(4)/C dated 10-5-85 and 20-12-

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

Note-9 Labour Cess 1% of estimated cost put to tender for this work shall be recovered from the contract

payment as "Labour Cess" in terms of the Gujarat Govt. Gazette - extra ordinary - dt.12.12.2004,

implementation of buildings and other construction work (resolution of employment and conditions

of services Act'1996)

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

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

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

earthquake resistance provision the work shall be carried out as per the instruction of Engineer

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, ZC[X[P

Signature of Contractor Executive Engineer

R&B Division, Bhuj