Const of varios road and Paver block work in Various villages in Mangrol taluka Dist Surat. (TOTAL 8 ROADS) (4TH TIME)

Name of Work:- Const of varios road and Paver block work in Various villages in Mangrol taluka Dist Surat.

[1] Construction of Remaining Road From Aasifbhai Pathan to Madresa Near Bornmill @ Kosmba Village .

Ta.Mangrol Dist.Surat [2] Construction of R.C.C Road From Javid Kadir Pathan House to Near Main Bridge

@ Kosmba Village . Ta.Mangrol Dist.Surat[3]Construction of Metal Work From Siyalaj Kosmba Road To

Pratapbhai Gediya farm @ Village Siyalaj Ta.Mangrol Dist.Surat[4]Construction of Road Going Toward

Varigruh and Khodiyarmata Temple At Village Nandav. Ta.Mangrol Dist.Surat[5]Paver Block Work Around

Panchvati at Village Mangrol . Ta:Mangrol Dist: Surat[6]Paver Block Work Around Prakashbhai

Parsottambhai Patel House in Padar Faliya at Village Vasravi. Ta:Mangrol Dist: Surat[7]Paver Block Work

Around Various Houses Between Nazhir Nurat (Patel) House To Manjra Faliya at Village Vasravi.

Ta:Mangrol Dist: Surat[8]Paver Block Work Around Various Houses Between Ghanti Faliya To Sah Faliya at

Village Vasravi. Ta:Mangrol Dist: Surat

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

It. Description of Item (with brief Specification Rate In

Quantity Unit Amount

No. and reference to book of specifications) Figures

1 Clearing and grubbing road land including 0.13 Hect. 28455.08

uprooting rank vegetation, grass bushes,shrubs,

sapligs and trees girth upto 300 mm removal of

stumps of trees cut earlier and disposed by

manual means in area of light jungle and

unserviceable materials.

2 Earthwork in cutting in all sorts of soil and soft 377.04 Cum. 109.41

murrum including conveying and putting the stuff

in spoil bank maintaining minimum distance of

five meter between top edge and cutting and toe

of spoil bank with all lead and lift..

3 Earthwork for embankment including breaking 359.50 Sqmt 177.91

clods, dressing with all lead and lift including

watering rolling & consolidation of subgrade in

layers at O.M.C. to required dry density including

filling the depression which occurs during the

process using power roller 8T to 10T. (e) Borrow

area with in 3.0 km lead) Within All Lead Having

C.B.R More Than 5%

4 Construction of granular sub-base Grading-I by 197.40 Cum. 858.34

providing coarse graded B.T. machine crushed

material satisfying MOST specification of

grading I including spreading in uniform layers

with motor grader on prepared surface, mixing by

mix in place method with rotavator at OMC, and

compacting with vibratory roller to achieve the

desired density, etc complete.

5 Providing and laying cement concrete work 1:2:4 49.88 Cum. 3305.39

(1- Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) and curing

complete excluding cost of formwork and

reinforcement for reinforced concrete work in (A)

Base or columns and Mass concrete .

6 Providing and fixing in position ISI mark TMT (Fe- 2.28 M.T 73858.69

500) bar for temperature reinforcement for mass

concrete pier/abutment returns including cutting

bending and tying as required complete

7 Providing and casting in situ Ordinary cement 85.50 Cum. 4741.98

concrete M-200 for R.C.C. solid slab including

centering, scaffolding, curing and finishing

8 Providing & laying spreading and compacting 140.47 Cum. 1398.62

stone aggregate 63 mm to 45 mm size to W.B.M.

Grade I, 150mm thick including spreading in

uniform thickness, hand packing, rolling with

vibratory roller 8 to 10 tonnes to proper grade

and camber, applying and brooming requisite

type of screening/ binding/ filler materials to fill up

the interstices of coarse aggregate, watering and

compacting to the required density. Grading II

using screening type B ( 13.2 mm stone

9 Excavation for foundation upto 1.5 m. depth 52.90 Cum. 157.52

including sorting out and stacking of useful

material and disposing off the excavated stuff as

directed by Engineer in charge with all lead and

lift in (a) Dense or hard soil murrum etc.

10 Providing & filling in foundation with ordinary 5.30 Cum. 3325.30

cement concrete M 100 mix & providing

necessary vertical pin headers including

formwork, vibrating ramming and curing

11 Provading & casting in situ ordinary cement 23.40 Cum. 3901.36

concrete M 150 mix and providing necessary

pinheaders including , shuttering scaffolding

laying vibrating and finishing without V-Grooves.

(A) Heigth from 0.0 m to 5.0m for head wall of

12 Filling with granular sub-base Gr-II by providing 85.68 Cum. 759.91

course graded B.T. machine crushed material

satisfying MOST specification of grading II

including spreading in uniform layer with motor

grader on prepared surface, mixing by mix in

place method with rotavator at OMC and

compacting with vibratory roller to achieve the

desired density etc. complete.

13 Supplying, fixing & joining reinforced concrete 15.00 Rmt 3469.26

heavy duty non pressure pipe with colars for

culverts carryig heavy traffic as per Indian

Railway Standard Specifications including

setting and joining the pipe in cement mortar 1:2

watering and laying ( to level or slope) of I.S.

class NP-3 900 mm dia.(Internal).

14 Wall painting two coats with Enamel paint of with 40.31 Sqmt 128.62

1 coat of Priming Coat brushing, interiour to give

an even shade including cleaning the surface an

even shade including cleaning the surface of all

dirt, dust, and other foreign matter.

15 Providing and fixing marble slab including 1.00 Nos 840.49

engraving and painting complete. (iii) Size 60cm

16 Supplying Stacking & Spreding Hard Murrum 62.98 Cum. 678.88

below sub base of work as per specification ,(

including spreding,watering and consolidation)

With Vibtatory roller excceding 80KN and not

excceding 120KNetc.complete.

17 Providing & laying spreading and compacting 60.30 Cum. 1378.65

stone aggregate 22.4 mm to 53 mm size to

W.B.M. Grade II, including spreading in uniform

thickness, hand packing, rolling with vibratory

roller 8 to 10 tonnes to proper grade and camber,

applying and brooming requisite type of

screening/ binding/ filler materials to fill up the

interstices of coarse aggregate, watering and

compacting to the required density. Grading III

using screening type B ( 11.2 mm stone

18 Supplying and fixing reinforced concrete heavy 5.00 Rmt 1968.38

duty non-pressure pipes with collars for culverts

carrying heavy traffice as per IS 458-1991

specification including setting the pipes in C.M.

1:2 watering and laying (to level or slopes) of

Class NP3 of following internal diameter. (iii)

19 Providing and laying bituminous base course 30.20 M.T 2207.25

37.50 mm thick compacted in single layer with

using B.T. chips of required gradation and

asphalt VG 30 grade(Tack coat 4.0 kg/10Sqmt)

for mixing @ 1.99% by weight of total mix for

binder of bitumen including heating and mixing in

drum mix plant and transporting spreading the

same by paver finisher and cosolidation with

vibratory roller including necessary firewood, oil,

lubricants, labour charges, using contractor's own

drum mix plant, machineries and eqipment, tools

etc.complete in accordance with the requirement

of specification.

20 Providing laying and rolling of 25mm thick open 21.10 M.T 2786.59

graded premix bituminous carpet with B.T.

aggregate as specified and using bitumen for

tack coat at the rate of 2.5kg/10sqm and using

VG-30 bitumen for mixing with aggregate at the

rate of 3.36 % i.e. 33.60 kg/M.Ton of total mix

including heating and mixing in drum mix plant,

transporting, spreading the same with paver

finisher and consolidation with vibratory roller

including necessary firewood, oil, lubricants,

Labour charges etc. using contractor's own drum

mix plant and equipment, tool etc completed in

accordance with the requirement of specification.

21 Providing & laying seal coat with B.T aggregate 14.50 M.T 2947.08

as specified using aggregate at the rate of

cumt/10sqmt & bitumen for mixing aggregate at

the rate of 4.50% i.e.45.00 Kg/MT of total mix for

binder including heating and mixing in hot/drum

mix plant and transporting and spreading the

same by paver finisher and consolidation with

vibratory roller including necessary

firewood,oil,lubricant,labour charges etc using

contractor's own drum mix plant machinaries &

equipment,tools etc complete in accodance with

the requirement of specification. (Bitumen VG-

22 Providing and fixing pre-cast Rubber Dye / steel 2262.20 Sqmt 706.93

Dye inter locking concrete block 60mm thick with

grade of concrete M300 pnumatic compressed /

vibrated mechanically and as per approved

design Confirming to IS 15658: 2006 including

mm Sand layer for levelling and filling the joint

with sand in proper line and level as per guidlines

of IRC : SP 63-2018 etc. Complete

I / Weam / are willing to carryout the work at…………………. % above/ below percent (Should Be written in

figures and words) of the estimated rate 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

*( please strike out whichever is not applicable)

1 The Contractor shall exhibition board with detailed specification and details of works directed

by the Engineer – In – Charge for which no extra payment shall bemade.

2 The labourcess 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 the reisa 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.

Executive Engineer

Signature of the contractor Panchayat (R & B) Division