CR to various Roads of T.P & D.P Schemes in kamrej taluka under surat urban devlopment area. (2nd attempt)

Name of Work:- CR to various Roads of T.P & D.P Schemes in kamrej taluka under surat urban

devlopment area. (2nd attempt)

Memorandum showing items of work 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 Contract.

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.

Item Quantities Item of work Estimate Rates Unit Total Amount

Item Quantities Item of work Estimate Rates Unit Total Amount

No. estimated but In figure In words according to

may be more Rs. Ps. estimated

1 or 2less 3 4 5 6 quantities

1 712.91 Box cutting the road surface to proper slope and 109.41 Rupees One cum

camber for making a base for road work Hundred Nine

including removing the excavated stuff and And Paise Forty

depositing on the road side slope as directed One Only

upto 50Mt.lead.

2 475.28 Construction of compacted layer of required 778.71 Rupees Seven cum

thickness with granular sub base of river bed Hundred Seventy

material (Grade-III) by providing close graded Eight And Paise

material as per gradation of MOST from Seventy One Only

available and approved source and location of

river bed collecting at stack yard for screening

and maintaining gradation by mixing required

size if required carriage of a mix material to

work site spreading uniform layers.

3 475.28 Providing, laying, spreading and compacting 1302.90 Rupees One cum

graded stone aggregate to wet mix macadam Thousand Three

(WMM) in two layer as per specification and Hundred Two And

drawing including premixing the Material with Paise Ninety Only

water at OMC in mechanical mix plant carriage

of mixed Material by 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-

4 2327.95 Providing and applying Bituminous Prime coat 124.23 Rupees One SQ M

on wet mix macadam surface with mechanical Hundred Twenty

sprayer using Bitumen emulsion SS1 Grade @ Four And Paise

7.5 kg/10 per sqm Including preparing surfaces Twenty Three

by brushing with wire brushes for removing Only

caked mud, all loose dirts, heating the bitumen

etc complete as per specification clause 502 of

MoRT & H fifth Revision.

5 274.00 Providing and laying compacted 50 mm thick 4978.29 Rupees Four MT

dense graded bituminous macadam in One layer Thousand Nine

with batch mix plant producing an average Hundred Seventy

output of 60 tonnes per hour, tack coat at the Eight And Paise

rate of 2.50 kg/ 10 m2 of Bitumin grade RS-1, Twenty Nine Only

Bitumen Grade VG-30 in mix at the rate of

minimum 4.50% or as per design mix, using

crushed aggregates of grading -I, 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 respects.

6 134.00 Providing and laying 25 mm thick Semi Dense 5201.50 Rupees Five MT

Bituminous Concrete with B.T. aggregate as per Thousand Two

MORTH gradation asphalt grade VG-30 for Hundred One And

mixing @ 50.00 KG. / M.T. i.e. 5.0% by weight of Paise Fifty Only

total mix including heating and mixing the

aggregate and asphalt by continuous of batch

mix plant and hot laid process laying with paver

finisher and consolidation with roller as per

MORTH specification to achieve desire density,

including cost all materials equipments, tools

and plants, oil, kerosene, firewood, labour

charges etc. complete using contractor's own

machineries drum mix plant and paver finisher

7 107.00 Providing and Laying 20 mm thick mix Seal 5235.41 Rupees Five MT

Surface for patch work (paver patta) using B.T. Thousand Two

stone aggregate chips at the rate of 0.66 Hundred Thirty

cum/M.T. as per gradation of MORTH and Five And Paise

emulsion for tack coat at the rate of 2.50 Forty One Only

Kg/Sqm and asphalt VG-30 for mixing at 5.09%

(i.e.50.90 kg./M.T.) of total mix heating & mixing

by continuous batching of drum mix plant and

transporting, spreading, laying the same by

paver finisher and consolidation with vibratory

power roller including cost of fuel, kerosene,

lubricant, labour charges etc. comp. using

contractor's own drum mix plant, necessary

equipments, tools and plants etc. complete.

8 2327.95 Providing and applying asphalt painting by 69.69 Rupees Sixty Nine SQ M

mechanical sprayer on B.T. surface using And Paise Sixty

bitumen grade Vg-30 at the rate of 5.00 kg/10 Nine Only

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.

9 42.00 Providing services of Hydraulic Excavator with 1040.30 Rupees One Hour

fuel as per instruction given by Engineer in Thousand Forty

charge in suda area. And Paise Thirty

10 20.00 Providing services of male/female labour for 636.50 Rupees Six Each/

various work including earthwork,jungle cutting, Hundred Thirty day

road side dressing work, clearing waterway of Six And Paise Fifty

CD works, etc with all necessary tools Only

equipments with fuel and transportation

complete and as per instruction by Engineer in

Rupees Forty One Lakh(s) Ninety Six Thousand Four Hundred Forty Seven And Paise Eight Only

I/We am/are willing to carry out the work at _______ % above/below ( percent should be written in figures

and in words) of the estimated rates mentioned above. Amount of my / our tender works out as under.

*Estimated amount *Estimated amount

put to tender 4196447.08 put to tender

Deduct ___ % below Rs. _________ Add ____ % above Rs. _________

Net Rs. _________ Total Rs. _________

*( Please strike out which ever is not applicable )

Note 1:- All work shall be carried out as per public work department hand book and other specifications of Division

Note 2:- or as directed

Rates quoted include clearance of site (Prior commencement of work and its close) in all respects and hold

Note 3:- goodContractor

The for work under all condition,

shall exhibit a boardsite, moisture/

Government etc No. BDG/ 3277/ 1657/ N Dated

Note 4:- 26/1/1997 S (M.GUJ) with detailed specification and details of work

The Contractor is solely responsible to bare all applicable taxes and amount

i.e. G.S.T. etc. andinvolved at site

Department without

entertain any contractor representation to reimburse any financial burden due to applicable taxes i.e.

Signature of Bidder Executive Engineer

Surat Urban Development Authority