CR to Various Roads of T.P. & D.P. Schemes in Choryasi & Palsana Taluka Under Surat Urban Development Authority Area. (2nd Attempt)

CR to Various Roads of T.P. & D.P. Schemes in Choryasi & Palsana Taluka Under Surat Urban Development Authority Area. (2nd

MEMORANDUM SHOWING ITEMS OF WORKS TO BE CARRIED OUT :

1) The Schedule B shall be read in conjunction with the Instruction to Bidders, General and Special Conditions of Contract,

Scope of Services and Specifications.

2) The quantities given in the Schedule B are estimated and provisional and are given to provide a common basis for bidding.

The basis of payment will be actual quantities of work ordered and carried out and valued at the rates and prices tendered

in the Schedule B, where applicable and otherwise at such rates and prices as the Engineer may fix within the terms of

3) The rates and prices tendered in the Schedule B shall, except in so far as it is otherwise provided under the contract, include

all equipment, construction plant, labour, supervision, materials, erection, maintenance, testing of input material delivered,

profit, taxes and duties together with all general risks, liabilities and obligations set out and implied in the Contract. The

Contractor shall provide all the equipment related to the project.

4) The percentage in schedule ‘B’ must be given in words and figures.

5) The whole cost of complying with the provisions of the Contract shall be included in the items provided in the Schedule B

and where no rates are provided the cost shall be deemed to be distributed among the rates and prices entered for the

related Items of Work.

Item Quantities Item of Work Estimated Rate Unit Total Amount

Item Quantities Item of Work Estimated Rate Unit Total Amount

No. Estimated In Figures In Words According to

but may be estimated

1 0.30 Clearing and grubbing road land including uprooting 28455.09 Rupees Twenty Hecta

rank vegetation. Grass bushes. Shrubs, saplings and Eight Thousand re

trees girth up o 300mm removal of stumps of trees cut Four Hundred

earlier and disposal of unserviceable and stacking of Fifty Five And

serviceable material to be used of auctioned up to a Paise Nine Only

lead of 1000meters including removal and disposal of

top organic soil not exceeding 150mm in thickness.

(C) By Mechanical means in area of light jungle.

2 4500.00 Earthwork in cuting for gutter in all sorts of soil and 109.41 Rupees One Cum

soft murrum including conveying and putting stuff on Hundred Nine

spoil bank maintaining minimum distance of five And Paise Forty

meter between top edge and cutting and toe of spoil One Only

bank with all required lead

3 296.50 Earthwork in cuting in all sorts of soil and soft murrum 134.63 Rupees One Cum

including conveying and spreading the stuff, Hundred Thirty

embankment as and where directed, from the end of Four And Paise

the cutting with all required lead and lift. Sixty Three Only

4 186.20 Construction of compacted layer of required thickness 1116.05 Rupees One Cum

with granular sub base of river bed material (Grade-III) Thousand One

by providing close graded material as per gradation of Hundred Sixteen

MOST from available and approved source and And Paise Five

location of river bed collecting at stack yard for Only

screening and maintaining gradation by mixing

required size if required carriage of a mix material to

work site spreading uniform layers.

5 152.09 Providing, laying, spreading and compacting graded 1359.46 Rupees One Cum

stone aggregate to wet mix macadam (WMM) in two Thousand Three

layer as per specification and drawing including Hundred Fifty

premixing the Material with water at OMC in Nine And Paise

mechanical mix plant carriage of mixed Material by Forty Six Only

tipper to site, laying in uniform layers with paver in

sub- base / base course on well prepared surface and

compacting with vibratory roller to achieve the desired

density as per MORT&H fifth revision clause-

6 455.00 Providing and applying Bituminous Prime coat on wet 122.21 Rupees One Sqm

mix macadam surface with mechanical sprayer using Hundred Twenty

Bitumen emulsion SS1 Grade @ 7.5 kg/10 per sqm Two And Paise

Including preparing surfaces by brushing with wire Twenty One Only

brushes for removing caked mud, all loose dirts,

heating the bitumen etc complete as per specification

clause 502 of MoRT & H fifth Revision.

7 165.00 Providing and laying compacted 50 mm thick dense 5020.71 Rupees Five MT

graded bituminous macadam in single layer with 60-90 Thousand Twenty

TPH hot mix plant producing an average output of 60 And Paise

tonnes per hour, tack coat at the rate of 2.50 kg/ 10 Seventy One Only

m2 of Bituminous Emulsion RS1 grade, Bitumen Grade

VG-30 in mix at the rate of minimum 4.50% or as per

design mix, using crushed aggregates of grading -II,

premixed with bituminous binder and filler,

transporting the hot mix to work site, laying with a

approved self propelled paving machine equipped with

an electronic sensing device paver finisher with sensor

control to the required grade, level and alignment,

rolling with smooth wheeled, vibratory and tandem

rollers to achieve the desired compaction as per

MORTH specification clause No. 505 complete in all

8 140.00 Providing and laying 30 mm thick bituminous concrete 5859.01 Rupees Five MT

with 60-90 TPH hot mix plant producing an average Thousand Eight

output of 60 tonnes per hour, tack coat at the rate of Hundred Fifty

2.50 kg/ 10 m2 of Bituminous Emulsion RS1 grade, Nine And Paise

Bitumen Grade VG-30 in premixed with minimum One Only

bituminous binder @ 5.40 per cent of mix using

crushed aggregates of grading II and filler transporting

the hot mix to work site, laying with a approved self

propelled paving machine equipped with an electronic

sensing device paver finisher with sensor control to the

required grade, level and alignment, rolling with

smooth wheeled, vibratory and tandem rollers to

achieve the desired compaction as per MORTH

specification clause No. 507 complete in all respects.

9 1407.00 Providing and applying asphalt painting by mechanical 60.60 Rupees Sixty And Sqm

sprayer on B.T. surface using bitumen grade Vg-30 at Paise Sixty Only

the rate of 5.00 kg/10 Sq.m & spreading stone dust @

0.03 cumt./10 Sqm on painted surface including

operating cost of contractor own equipment, fuel,

lubricants, carting of required materials all labour and

material cost, preparing surface by brushing with

mechanical broom/compressed air and finally fanning

the cleaned surface with gunny bags to remove all

loose dirts etc. complete.

10 105.00 Road marking with hot applied thermoplastic paints 367.72 Rupees Three Sqm

with reflectorising glass beads on bitumin surface Hundred Sixty

providing and laying a hot applied thermoplastic Seven And Paise

compound 2.5 mm thick including reflectorising glass Seventy Two Only

beads @ 250gms per sqm area, thickness of 2.5mm is

excluding of surface applied glass beds as per IRC:35-

2015. The finished surface to be level, uniform and

free from streaks and holes. zebra patta /bump patta

lane/center line/ edge line/cut patta. The white color

marking should provide liminance coefficinet on

cemend road shalll be min 130 mcd/m2/lux and

Asphalt road shall be min 100 mcd/m2/lux during the

service life during the day time. The marking should

meet the performance criteria for night time

reflectivity, wet reflectivity and skid resistance as

mentioned in the section-15 of IRC 35-2015. Warranty

for the Retro reflectivity should be two years.

11 84.00 Supplying and fixing cat eye (Stimsonite) made out 375.72 Rupees Three Each

from Acrilo beautile sterine injuction high compressed Hundred Seventy

molding with reflector made of MMC (prismatic type Five And Paise

of size 12cm x 6cm x 2.5cm) provided with bituminous Seventy Two Only

adhesive 100g. with each unit for fixing. (High Intensity

12 6.00 Providing and fixing Cautionary Sign Board made out of 3808.66 Rupees Three Nos

2mm aluminium sheet/ACP(Alluminium composit Thousand Eight

Panel), size 90 x 90 x 90 cms equilateral triangle, as per Hundred Eight

the design of IRC-67-2012. Pre treated with And Paise Sixty

phospheting process and acid etching coated with one Six Only

coat of epoxy primer and two coats of best quality

epoxy paint, refloctrorized with retro reflective

sheeting of Type-4 as per ASTMD-4956 and latest

M.O.S.T. specification, 3.6 Mtr. long stand post and

frame fabricated from suitable size iron angle of

75x75x6mm/65NB Circuler MS pipe as required and

frame fabricated from suitable size iron 35 x35x 3 mm,

painted with best quality epoxy coating in black and

white bends. The details of symbol for each board shall

be as per the instruction of engineer in charge.The

fixing at site shall be in 1:2:4 CC block of size 45 x 45 x

60 cms for each leg, including excavation curing etc.

complete under the supervision of Engineer-In-Charge

(A) Engineer Grade (VR)

13 6.00 Regulatory/ Mandatory signs: Providing and fixing sign 3439.81 Rupees Three Nos

boards made out of 2 mm aluminium sheet size 60 cm Thousand Four

diameter circle as per the design IRC-67-1977 pre Hundred Thirty

treated with phospheting process and acid etching Nine And Paise

coated with one coat of proxy primer and two coat of Eighty One Only

best quality epoxy paint, reflectrorized with retro

reflective sheeting as per the latest M.O.S.T

specification, 3.1 m long stand post and frame

fabrication from suitable size iron angle of 35 * 35*

mm, 75*75*6mm as required, painted with best

quality epoxy coating in black and white bends. the

details of symbol for each board shall be as per the

instruction of engineer in charge. the fixing at site shall

be in 1:2:4 CC block of size 45*45*60 cms for each legs

including excavation curing etc complete under the

supervision of Engineer-in-Charge (A) Engineer Grade

14 6.00 Hazard Marker Sign :-Providing and fixing sing boards 2423.74 Rupees Two Nos

made out of 2mm aluminium sheet; size 90 x 30cms. Thousand Four

rectangle as as per the design/drawing attached (IRC) Hundred Twenty

pretreated with phospheting process & acid etching; Three And Paise

coated with one coat of epoxy primer and two coats of Seventy Four

best quality epoxy paint; reflectorised with retro Only

refiective sheeting as per latest M.O.S.T. Specifications;

3.1m long stand post and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm & 50 x 50 x

5mm painted with best quality epoxy coatings The

fixing at site shall be in 1:2:4 CC block of size 45x45x

60cms. for each leg. including excavation curing etc.

complete under the supervision of engineer in

charge.(A)Engineers Grade (VR)

15 238.00 Providing and laying cement concrete M-20 and curing 4323.18 Rupees Four Cum

complete excluding cost of formwork in (A) Foundation Thousand Three

and Plinth Hundred Twenty

Three And Paise

16 6.83 Providing and filling in foundation with ordinary 3325.30 Rupees Three Cum

Cement concrete M-100 mix and providing necessary Thousand Three

vertical pin headers including formwork, vibrating, Hundred Twenty

ramming and curing complete. Five And Paise

17 195.00 Providing and fixing pre-cast concrete Median kerb 1393.80 Rupees One Rmt

stone of gray cement based concrete block 30cm Thousand Three

length,77.5cm height and 20cm thick of M250 grade Hundred Ninety

concret as per approved design and including Three And Paise

excavation for fixing in proper line and level,filling the Eighty Only

joint with C:M 1:3 (1cement:3fine sand) etc complete.

I/We am/are willing to carry out the work at _________________________________________________________________ %

Estimated Amount put to tender Estimated Amount put to tender

*(Please strike out which is not applicable)

Note 1. All work shall be carried out as per public work department hand book and other specifications of Division or as directed.

Note 2. Rates quoted include clearance of site (Prior commencement of work and its close) in all respects and hold good for work

under all condition, site, moisture/ weather etc.

Note 3. As per government (G.R building and other construction work welfare cess Act 1966, Labour and employment

development G.R.NO (WA/2004/841/M-3 Dt-30/01/2006 contractor shall have to pay 1 % Construction Cess on every bill

SIGNATURE OF CONTRACTOR EXECUTIVE ENGINEER

SURAT URBAN DEVELOPMENT AUTHORITY