(TSP-MHSUY PKG-1 Road) Construction Of Various Roads in Choryasi Taluka (Total -8 Roads) , Taluka. Choryasi, Dist. Surat.

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

1 Clearing and grubbing road land including uprooting 0.38 Hect 28455.09

rank vegetation, grass bushes, shrubs, saplings and trees

girth up to 300 mm removal of stumps of trees cut

earlier and disposal of unserviceable materials and

stacking of serviceble materials to be used of auctioned

up to a lead of 1000 meters including removal and

disposal of top organic soil notexeceeding 150 mm in

thickness.

2 Box cutting the road surface to proper slope and camber 378.89 Cum 138.47

for making a base for road work including removing the

excavated stuff and depositing on the road side slope as

directed upto 50Mt.lead.

3 Providing and laying cement concrete 1:4:8 (1- Cement : 316.75 Cum 2769.69

4coarse sand : 8- hand broken stone aggregates 40 mm

nominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth

4 Construction of Cement concrete Pavement using M25 432.00 Cum 6060.00

grade concrete including the cost of side shuttering with

MS channels, Pavement Laid using Double beam screed

vibrator or equivalent and finishing the top surface to

required slope and grade with rough /broom finish using

power trowels (fan / disc) of standard make including

curing (If Required with Curing Compound), providing

and mixing of hardening compound in required amount

as instructed by engineer incharge, cutting of Pavement

construction joint 3 mm x 20 mm by using Diamond

Saw (Concrete Cutter) at every 3.5mt length as per

specification including filling the joint with selent (Sika,

Fosroc, Dr Fixit or Equivalent make etc. complete.

5 Providing IS mark TMT bar FE-500/500D reinforcement 13004.50 Kg 77.29

for RCC work including bending & placing in position

complete up to floor two level.

6 Earthwork for embankment including breaking clods, 2219.51 Cum 252.08

dressing with all lead and lift and including watering

rolling and consolidation of subgrade in layers at O.M.C.

to required dry density including filling the depression

which occur during the process using power roller 8T to

10T with all lead & Lift.

7 Construction of granular sub-base Grading-I by 212.00 Cum 1003.05

providing coarse aggregate material and Fine aggregate

machine crushed stone aggregate 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.

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

8 Providing and fixing pre-cast Rubber Dye / steel Dye 84.00 Sqm 988.30

inter locking concrete block 80mm thick with grade of

concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming to

IS 15658 : 2006 including 35 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.

9 Providing & laying compacted WBM (Grade II) in two 180.00 Cum 1402.28

layers as per MORTH specification using machine

crushed M.C. Metal of size 45mm to 63mm with using

0.12 Cu.m./10 Sq.m. stone screenings 13.2 mm nominal

size and binding materials @ 0.06Cu.m./10 Sq.m.

including spreading in uniform thickness, watering and

consolidation with vibratory roller etc. complete.

10 Supplying and fixing reinforced concrete heavy duty 15.00 Rmt 1968.38

non-pressure pipes with collars for culverts carrying

heavy traffic as per IS 458-1991 specifications including

setting the pipes in C.M. 1:2 watering and laying (to

level or slopes) of class NP3 of following internal

daimeters.(i) 600mm dia.

11 Providing and applying primer coat with Bitumen 775.00 Sqm 64.63

emulsion (SS-I) on prepared surface of granular base

including cleaning of road surface and spraying primer

at the rate of 7.50 kg/ 10sqmt using mechanical means as

per Technical Specification Clause 502. (Hincol made

12 Providing, laying & rolling 50 mm compacted thick 217.00 MT 2893.03

B.M. with B.T. aggregate as specified and using RS-1

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

bitumen VG-30 for mixing with aggregate at the rate of

3.4% i.e. 34kg/M.T. 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

13 requirement

Providing and of specification.

laying premix seal coat with 57.00 MT 3340.70

B.T.aggregate as specified using aggregate at the rate of

0.24 cum/10 sqm. and bitumen ( V.G. 30 ) for mixing

Ashpalt aggregate at the rate of 4.50% i.e.45.00 Kg /

M.ton of total mixing 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.

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

14 Providing and laying Asphalt Painting on B.T. surface 1543.50 Sqm 33.70

with bitumen VG 30 at the rate of 5.00 kg/ 10sqm, and

spreading stone dust for painting surface at the rate of

0.03 cum/ 10sqm.

15 Construction of granular sub-base Grading-I by 52.00 Cum 675.59

providing Blast furnace steel slag as Course aggregate

and Fine aggregate machine crushed stone aggregate

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.

16 Excavation for foundation up to 1.5 mt. Depth including 140.60 Cum 122.94

sorting out and stacking of useful material and disposing

off the excavated stuff up to All lead. (I) Loose or soft

17 Provading & casting in situ ordinary cement concrete 112.60 Cum 3901.36

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 causeway

18 Providing and laying weep hole in abutment and return 30.00 No 89.20

by using A.C./ P.V.C pipes of 100 mm diameter with

laying in proper grade and jointing complete etc. as per

detailed specification

soil in layers of 20 cm thickness including watering

ramming and consolidating etc. Complete

20 Filling in foundation and plinth with brick Bats Chhara 200.03 Cum 621.46

in layers of 20cm. thickness including watering,

remming and consolidating etc. complete.

21 Providing & filling in foundation with ordinary cement 7.80 Cum 3325.30

concrete M 100 mix & providing necessary vertical pin

headers including formwork, vibrating ramming and

curing complete.

22 Providing & filling Hard murrum around the pipe 47.00 Cum 829.11

including watering & consolidation as directed.

23 Supplying, fixing & joining reinforced concrete heavy 25.00 Rmt 3469.26

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).

24 Wall painting two coats with Enamel paint of with 1 89.00 Sqm 128.62

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.

25 Providing and laying in position FE 500D TMT bar 0.54 MT 73858.67

reinforcement including cutting, bending, hooking and

tying complete as per detailed drawings for the

following.(A) Piers (B) Abutments (C) R.C.C. Returns

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

26 Picking of the bituminous surface using JCB excavator 204.00 Sqm 5.23

or by any mechanical means, cleaning and removal of

loose and unsuitable material on the road surface

including cost of fuel, oil, lubricants, labour charges, and

disposal of loose unsuitable material from site to the

disposal site as per directed by Engineer In Charge.

Rupees SeventyFour Lakh FourtyFive Thousand Six Hundred Ten Paise EightyOne Only

I we am / are willing to carry out the work at …................................ % above/ Below percent ( Should Be writen

in figures And words) of the estimated rate mentioned above. Amount of my / our tender works out as under.

Estimated Amount Put to tender. 74,45,610.81 Estimated Amount Put to tender.74,45,610.81

Deduct…........ % Below Deduct…........ % Below

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) 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 Bidder

Deputy Executive Engineer Divisional Accountant

Panchayat ( R&B) Sub Division Panchayat ( R&B) Division

Choryasi Surat

Executive Engineer

Panchayat ( R&B) Division

SHEDULE B Page