Bid Documents for Design, Build & Operate Contract for Remaining/Incomplete Work Of Faliya Connectivity of DDSA Package-7 (Part-1 & Part-2) Bar RWSS including Operation & Maintenance For 24 Months For Existing Work & This Tender Scope Work Taluka : Limkheda, D’Baria, Dhanpur DIST.: Dahod

Estimated Cost: - Rs.

Gujarat Water Supply & Sewerage Board

Zone –I,Vadodara

Volume-III, PRICE BID Bar Faliya Connectivity

Bid Documents for Design, Build & Operate Contract for

Remaining/Incomplete Work Of Faliya Connectivity of DDSA Package-7

(Part-1 & Part-2) Bar RWSS including Operation & Maintenance For

Months For Existing Work & This Tender Scope Work

Taluka: Limkheda, Devgadh Baria, Dhanpur DIST.: Dahod

Volume-III, PRICE BID DDSA PKG-7 Bar Faliya Connectivity

Name of Work:- Remaining/Incomplete Work Of Carrying out level Survey, Soil

Investigation, Detailed Survey Work, Designing etc for Lowering, Laying and Jointing PVC

/G.I. Rising /Gravity Pipeline from Village Level U/G Sump to Faliya, Designing and

Constructing of RCC ESR / UGS/ Cistern at Faliya Level, Pumping Machinery & Supply,

Installation, Testing & Commissioning of Pumping Machineries at Existing U/G Sump etc.

under Remaining/Incomplete Work Of Faliya Connectivity of DDSA Package-7 (Part-1 &

Part-2) Bar RWSS including Operation & Maintenance For 24 Months For Existing Work &

This Tender Scope Work Taluka: Limkheda, Devgadh Baria, Dhanpur DIST.: Dahod,

(1) The bidder shall quote his firm and fixed price for the entire work under this

Contract, defined in more details in various sections of this bid document.

(2) The rates and prices shall be submitted in the electronic formats given by n-procure

which is called Schedule-B. Rates and prices received in any other formats will be

rejected and the Bids will be disqualified.

(3) It will be entirely at the discretion of the Employer to accept or reject the bidder’s

proposal, without giving any reasons whatsoever and the bidder shall not be

permitted to withdraw his bid on this account.

supplied from the by client.

(5) In Schedule-B the Bidder shall quote prices for the items on lump sum / unit rate as

called for against the BOQ item.

Schedule-B only will be considered for price evaluation & shall form a part of the

Contract Agreement.

Schedule-B and shall be carried forward to Schedule-B for comparison and

(8) The Bidder shall quote his prices for Operation & Maintenance in Schedule-C. Bidder

shall give year wise break up of cost for 2 years O&M in Schedule-C/1 to Schedule-

C/5 separately for Schedule-C. The total shall be in line to the price quoted in

Schedule-C. The total shall be carried forward to Schedule-B for comparison and

(9) Wherever for a particular item the quantities have been specified payment shall be

on unit rate basis and unit variation in quantity will be paid with pro rata basis.

(10) Each item is to be individually priced online and the amounts shall be added up to

shall be left blank except where the item description requires the item to be priced

on "as applicable” basis. The item shall not be priced if it is “not applicable” to the

bidder’s design, in which case the bidder shall add the words “NOT APPLICABLE”.

The wording in the item description is for subject matter guidance only; clause

references are indicative only and all other relevant clauses shall also be referred

to. The prices shall allow for all the works covered under the bid and all liabilities

and contractual obligations whether separately specified or not. Items against which

no prices are quoted shall not be separately paid for and the bidder shall be deemed

to have covered the cost of execution of such items (according to the requirements

of the bid document) in the prices quoted for other items.

Volume-III, PRICE BID Bar Faliya Connectivity

satisfactory working/safety of the system as specified, will not be separately paid

for by the Employer when executed and shall be deemed to be already covered by

other items and rates listed in the price sheets No extra payment shall be given for

any item which is required to complete and perform the project.

the pendency of the Contract. In case of any discrepancy noted in the various price

schedules, those in Schedule B will be considered and binding on the Contractor.

corrections if any will be considered for financial evaluation of the bid.

(13) Schedule ‘D gives the basis of interim payment for construction of works.

(14) The bidder shall be deemed to have allowed in his price for provision, maintenance

and final removal of all temporary works of whatsoever nature required for

construction including temporary bunds, diverting water, pumping, de-watering etc.

for the proper execution of works. The rates shall also be deemed to include any

works and setting out that may be required to be carried out for laying out of all the

works involved.

(15) Prices shall be filled online only.

the Specifications and other sections of these bid documents and these documents

are to be taken as mutually explanatory of one another.

(17) The bidder shall interpret the data furnished and carry out any additional survey

work, or investigation work required at his own cost.

(18) The prices quoted shall also include the cost of materials utilized for testing.

(19) The bidder should acquaint himself with the site conditions including the access to

Work site. The successful bidder shall have to make suitable access to work sites at

his own cost. These accesses will be used by the other contractors working for

prices shall include all the equipments / materials / accessories and services

(21) The amount to be quoted for O & M / year shall be as per Volume-IB, General

Conditions of Contract, Clause No. 1, Security Deposit.

(22) 1% of the value of work will be deducted from the Running bill against labour cess

which is non refundable.

(23) Third Party Inspection / CSC agency will be deployed by GWSSB and charges of the

same will be borne by GWSSB.

(24) Any expenditure incurred by inspection/ CSC agency for the work misinformed by

the contractor and charges of inspection/ CSC agency without any work due to

misinformation shall be recovered from the contractor.

(25) The prices shall be quoted inclusive of all taxes, royalties and duties prevailing at

the time of submission of the bids. Statutory variation if any during the currency of

contract shall have to borne by the agency which shall be not reimbursed by the

(26) The rates quoted shall be exclusive of GST but inclusive of all taxes, duties which

shall not be paid extra. While GST will be paid for admissible part for actual work

done at the approved tender rates & tender condition of price variation. GST shall

Volume-III, PRICE BID Bar Faliya Connectivity

be paid as per prevailing rates at the time of payment. The TDS shall be deducted

at source as per provision of IT rules and GWSSB policy.

(27) The rates should be quoted exclusive of GST but inclusive of all other taxes as per

Volume-I (B), General Conditions of Contract, Clause No.

(28) The Bidders shall have to quote the rates in this tender keeping in view of the GST.

The Complete responsibility of taxes, duties, levies rests with the

Contractor/Agency only.

(29) The process requires that the bidder shall quote his price for the work components

and fix during the entire period of performance of the contract except price

variation allowed for supply of PVC/GI pipe as per Volume-IB Clause No. 59, General

Conditions of Contract.

(30) Payment shall be made for the components for which lump sump prices are quoted,

as per the schedule of payment. Total cost will be worked out on the basis of work

done of individual items and rates quoted against those particular items only.

(31) Royalties: The contractor shall be liable to pay the royalty of the quarried

materials/ minerals used in the construction of works at the rates specified in the

Narmada Water Resources, Water Supply &Kalpsar Dept. Resolution No. GEN-2010-

595- (6)- M.I.Cell ( K-1) Dt. 29-4-2011 ( Gujarati Version Copy enclosed) and shall be

recovered from the running bills of the work from time to time and remaining

amount if any shall be recovered from the final bill before releasing the security

deposit of the work.The contractor shall furnish the statement showing the quantity

of quarried materials / minerals from whom purchased ( with full address of the

seller) and copies of the bills for purchase to the Executive Engineer of the in charge

of the work. The contractor shall also furnish such additional information as regards

royalty payment to the competent authority.

(32) Agency shall have to take Insurance policy and intimate to GWSSB along with the

evidence within time limit. In case of non compliance entire responsibility shall be

rest with the agency and required amount shall be recovered from any due amount

(33) GWSSB can recover penalty amount from the agency for not taking the insurance.

Though the penalty amount is recovered, responsibility of the agency for taking

insurance shall be continued and will not be escaped from the responsibility.

(34) The contractor shall apply fair means of stock maintenance and shall adopt

accounting standard as may be prescribed under GST Act as applicable in the state

of Gujarat. For arriving at the difference in procurement prices due to introduction

of GST it will be open for the Board to ask for original invoices, lorry receipt, weigh

bridge slips, payment details and such other documents as may be required for the

(35) The claim of contractor regarding GST shall have to be backed by documentary

evidence substantiating the actual payment of tax duly certified by the competent

tax authority. The final decision regarding the quantum of claim amount to be

recovered or reimbursed shall be of the competent authority of the GWSSB and shall

be binding on the contractor.

(36) The contractor will have to allocate 1 Computer & 1 Printer to this office free of

Signature of contractor Executive Engineer

P.H.WorksDn, G.W.S.S.B

Volume-III, PRICE BID Bar Faliya Connectivity

Volume-III, PRICE BID Bar Faliya Connectivity

Bidders are required to fill up all the blank spaces in this Bid Form.

THE EXECUTIVE ENGINEER,

PUBLIC HEALTH WORKS DIVISION,

SUB: Remaining/Incomplete Work Of Carrying out level Survey, Soil Investigation, Detailed

Survey Work, Designing etc for Lowering, Laying and Jointing PVC /G.I. Rising /Gravity

Pipeline from Village Level U/G Sump to Faliya, Designing and Constructing of RCC ESR /

UGS/ Cistern at Faliya Level and Pumping Machinery & Supply, Installation, Testing &

Commissioning of Pumping Machineries at Existing U/G Sump etc. under Faliya

Connectivity of Kanjeta Pipero Water Supply Scheme including Operation & Maintenance

(For 24 Months). Tal:-Limkheda, Devgadh Baria, Dhanpur, Dist.:-Dahod, Gujarat.

1. Having visited the site and examined the Bid Documents, Drawings, Conditions of

Schedules etc. including Addenda/Amendments to the above, for the execution of the

above Contract, we the undersigned offer to design, Engineer, procure, construct,

complete, commission, operate and maintain the whole of the said works for 5 years

from the date of commissioning including defects liability period as given in Conditions

of Contract and in conformity with the drawings, conditions of Contract, specifications,

Nos.__________ (insert numbers) for Lump sum fixed price of

for Construction includingfree trial run for three months or such other sum as may be

ascertained in accordance with the conditions.

2. I/We agree that

a) if we fail to provide required facilities to the Employer’s representative or any other

person/Agency by the Employer to perform on his behalf for carrying out the

inspectionand testing of materials and workmanship.

b) if we incorporate into the Works, materials before they are tested and approved by

the Engineer’s representative.

c) if we fail to deliver pure water of required quantity according to

theconditions/stipulations of the Contract, the Engineer will be at liberty to take any

action including termination of Contract and impose at his absolute discretion any

penalties, and/or reject the work.

3. We undertake, if our Bid is accepted, to complete and deliver the works in accordance

with the Contract within _________ months, inclusive of monsoons, from the date or

receipt of Letter of Acceptance issued to us by you.

4. We agree to abide by this Bid for a period of 180 days from the Last date of submission

of the bill and it shall remain binding upon us and may be accepted at any time before

the expiry of that period.

Volume-III, PRICE BID Bar Faliya Connectivity

5. In the event of our Bid being accepted, we agree to enter into a formal Contract

Agreement with you incorporating the conditions of Contract there to annex but until

such agreement is prepared this Bid together with your written acceptance thereof

shall constitute a binding Contract between us.

6. We agree, if our Bid is accepted, to furnish performance /Security in the forms and of

value specified in the Clause 1 of Volume-IB, “General Conditions of Contract”.

7. We have independently considered the amounts of liquidated damages shown in

Appendix to Bid and agree that they represent a fair estimate of the damages likely to

be suffered by you in the event of the work not being completed by us in time.

8. We understand that you are not bound to accept the lowest or any Bid you may

(Name of the Person)

Company Seal _____________________

Duly authorized to sign Bid for and on behalf of (fill in block capitals)

Witness Signature ___________________________

Volume-III, PRICE BID Bar Faliya Connectivity

NAME OF SCHEME – Remaining/Incomplete Work Of Faliya Connectivity of DDSA

Package-7 (Part-1 & Part-2) Bar RWSS including Operation & Maintenance For

Months For Existing Work & This Tender Scope Work

TALUKA: Limkheda, Devgadh Baria, Dhanpur DIST.: Dahod

Remaining/Incomplete Work Of Carrying out level Survey, Soil Investigation, Detailed

Survey Work, Designing etc for Lowering, Laying and Jointing PVC /G.I. Rising /Gravity

Pipeline from Village Level U/G Sump to Faliya, Designing and Constructing of RCC ESR /

UGS/ Cistern at Faliya Level, Repairing of Existing ESR /Storage and Pumping Machinery&

Supply, Installation, Testing & Commissioning of Pumping Machineries at Existing U/G

Sump etc. under Faliya Connectivity of DDSA Pkg-7 (Part-1 & Part-2) Bar Water Supply

Scheme including Operation & Maintenance (For 24 Months) For Existing Work & This

Tender Scope Work. Tal:-Limkheda, Devgadh Baria, Dhanpur Dist.:-Dahod, Gujarat.

Schedule showing the approximately the materials to be supplied to the contractor from

government stores for the work to be executed and the rate at which they are to be

Sr. Particular Qty. Rate at which the Place of

No. material will be Delivery

1 90 mm dia 6 kg/sqcm. 1930 139 RMT

2 110 mm dia 6 kg/sqcm. 1772 199 RMT

3 90 mm dia 10 kg/sqcm. 15068 213 RMT

4 110 mm dia 10 kg/sqcm. 10975 320 RMT

5 140 mm dia 10 kg/sqcm. 4405 513 RMT

1. The contractor submitting the Tender shall see that the rate in Schedule-A are filled in

by the Engineer in Charge at the time of issue tender.

2. The contractor while submitting the tender shall provide his own arrangement at his

own cost for loading, unloading, and transporting safety to the site of work the cement

stipulated in Schedule-A

3. Binding wire of 15 gauge of thinner gauge required for placing the reinforcement in

position shall be provided at his own cost.

4. All the materials required for the items other than labour in Schedule-A but available

with the dept. will be issued on request to the contractor. (for use in this contract only)

at prevailing market rates or departmental issue rates whichever is higher.

5. All the surplus materials supplied by the deptt. As mentioned in schedule-A should be

handed over to the Department by the contractor at the Govt. stores as directed.

6. The materials mentioned in schedule-A shall have to be checked for their correctness

and soundness by the contractor before taking the delivery of the materials from the

7. Necessary cement will be purchased by the agency at their own cost from open market.

Volume-III, PRICE BID Bar Faliya Connectivity

8. The persons of firm submitting the Tender should see that rates in the above schedule

are filled up by the Executive Engineer, on the issue of form prior to the submission of

9. Carting of above materials should be done by contractor at his own cost.

10. Contractor should return the balance materials in good and acceptable condition,

otherwise recovery at the double rates will be affected in view of Clause 12.4.

Signature of contractor

Deputy Executive Engineer Deputy Executive Engineer

P. H. Mech. Sub Dn., G.W.S.S.B P. H. Sanitary Sub Dn., G.W.S.S.B

Limkheda Limkheda

Executive Engineer Executive Engineer

P. H. Mech.Dn., G.W.S.S.B P. H. Works Dn., G.W.S.S.B

Volume-III, PRICE BID KanjetaPiperoFaliya Connectivity

GUJARAT WATER SUPPLY & SEWERAGE BOARD

Name of Programme :- WSS- 8 Tribal Regional Water Supply Programme

Faliya Connectivity of DDSA Package- 7 Part-1 & Part-2 Bar water supply scheme

TALUKA- Limkheda/Dhanpur/D'Baria DIST-DAHOD

Sr.No. Name of Component PART-1 PART-2 Amount

Carrying out level Survey, Soil

Investigation, Detailed Survey Work,

SCHEDULE B-1 Designing etc for Rising/Gravity Main

Pipeline for Hamlet/ Faliya Connectivity

Carrying out level Survey, Soil

Investigation, Detailed Survey Work,

SCHEDULE B-2A Designing etc for Designing & Construction

of RCC ESR/HGLR for Hamlets/Faliya

Carrying out level Survey, Soil

Investigation, Detailed Survey Work,

SCHEDULE B-2B Designing etc for Designing & Construction

of RCC GSR/SUMP for Hamlets/Faliya

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

SCHEDULE B-3 Pumping Machinery 11,102,708.33 8,325,872.85

Total Amount of Schedule B 42,440,825.37 38,234,958.29

Total Amount of Schedule B 42,440,825.37 38,234,958.29

SCHEDULE-C Operation & Maintenance (For 24 Months) 1,081,644.00 928,572.00

Rebate on above tender (if any)…………%

Net Considering Rebate

Dy.Ex.Engineer Dy.Ex.Engineer

P.H.Sani.Sub Division P.H.Mech.Sub Division

Limkheda Limkheda

Executive Engineer Executive Engineer Superintending Engineer

P.H.Mech. Division P.H.Works Division P.H.Circle

Dahod Dahod Godhra

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

Faliya Connectivity of DDSA Package- 7 Part-1 & Part-2 Bar water supply scheme

TALUKA- Limkheda/Dhanpur/D'Baria DIST-DAHOD

Carrying out level Survey, Soil Investigation, Detailed Survey Work, Designing etc for Rising/Gravity Main Pipeline for Hamlet/ Faliya Connectivity

Tender Qty Executed Qty as Per Record Remaining Qty

m ITEM. Part-1 Part-2 Total Part-1 Part-2 Total Part-1 Part-2 Total PER RATE AMOUNT.

Providing and supplying in

standard length ISI mark rigid

unplasticised PVC pipes suitable

for potable water with ring fit joint

including cost of rings, as per IS

specification no. 4985/1988

including all local and central

taxes, transportation, freight

charges, octroi, inspection charges,

loading, unloading, conveyance to

the departmental stores and -

including cost of jointing meterial

etc. complete.1.One coupler / ring

shall be provided with each full

length pipe cost of which is

included in rates below. 2. 3%

(Three) Discounted rate to be

consider for Coupler jointed pipe

3. Rate for PVC Resin as Rs.

91739/MT (Whithout GST)

1.01 90 mm dia 6 kg/sqcm.

1.02 110 mm dia 6 kg/sqcm.

1.03 125 mm dia 6 kg/sqcm.

1.04 140 mm dia 6 kg/sqcm.

1.05 160 mm dia 6 kg/sqcm.

200 mm dia 6 kg / sqcm.

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

1.09 125 mm dia 10 kg/sqcm.

1.10 140 mm dia 10 kg/sqcm.

200 mm dia 10 kg / sqcm.

Providing and supplying at store or

site of work incl. freight, loading,

unloading, stacking, insaurance &

all taxes etc. complete

1.A) P. V. C. Bend 90 degree

(Fabricated) 6.0 kg

2.B) P. V. C. Bend 90 degree

(Moulded) Heavy

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

Providing and supplying C. I. Air

valves of approved make & quality

of following class and diameter

including all taxes, insurance,

transportation, freight charges,

octroi, inspection charges, loading,

unloading, conveyance to

departmental stores, stacking etc.

complete.& Lowering, laying and

jointing in position following C. I. /

D/F Reflux valves, Butterfly valves,

Sluice valves and Air valves

including cost of all labour, jointing

material, including nut bolts and

giving satisfactory hydraulic

testing, etc. complete.

At Every 300 Mtr Interval

3.1 (1) 50 mm dia Air Valve

Excavation for pipe line trenches

for water supply, sewerage line,

manhole etc. all with shoring and

struting if required as per required

gradient and line including safety

provisions using site rails and

stacking excavated stuff including

up to all required lead cleaning the

site etc. complete for all lifts and

strata as specified.

(a) From 0 to 1.5 mt depth

4.1 (i)In all sorts of soil and soft 10470.4 14197.6 24668.0 11119.6

murrum 0 0 0 4 3

4.2 (ii)In hard murrum,boulders 12422.9 21584.5 10249.0

includingmacadam rosd 0 0 7 5

4.3 (iii)In soft rock and or masonary in 15417.5

CM or LM or Lime Concrete 0 6

Lowering, laying, fixing and jointing

PVC/uPVC/cPVC pipes and specials

of following class and diameter

including cost of conveyance from

stores to site of works including

cost of labour, material, cement

solvent, giving satisfactory

hydraulic testing as per ISI code.

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

For 180 mm dia PVC pipe

5.1 For 160 mm dia PVC pipe

5.2 For 140 mm dia PVC pipe

5.3 For 125 mm dia PVC pipe 11100.0

6.1 Providing C.C.M.:100 for encasing

pipes using trap metal size 12 mm

to 50 mm incl. form work curing

consolidation etc. complete for

various location on pipe line using

trap metal 20 mm nominal size

Refilling the pipeline trenches incl.

ramming, watering, consolidating

desposal of surplus stuff as

directed within a radius of 3 km.

Erection of airvalve riser by

installing new M.S pipe of 6mm

thick and 3.2mt length with

necessary fittings such as flange of

appropriate size,nut bolts and

embeded the pipe in R CC M;15

with offset of 10 cm around pipe

with necessary steel etc complete

8.1 (A) Dia of Air Valve 50mm& MS

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

To carry out survey work Co-

Ordination liasation for "Standing

crop compensation"in land for

laying water supply pipeline along

the alignment of Hirola Regional

Water Supply Scheme including

shifting of center line marking it on

village map and hissa to be taken

for Standing crop compensation

and submission of drawing in

sets drawn in the scale of 1 cm=25

mt.along with original tracing

showing and marking their own

survey numbers with CD 4 nos. etc.

and defining Standing crop

compensation strip of 15.00 m.

along the cross country in width on

the map and showing revenue

survey number wise area and

other details as per detailed

specifications. For Job work for

legal formalities including getting

copy of 7/12, 6-A,form of

perticular land non judicial Stamp

paper, & all required activities with

9.1 For Job work for legal formalities

including getting 7/12, 6-A, non

required activities with all

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

Woltman Type Bulk Water Meter-

Standard: Design, Supply,

Installation, Testing,

Commissioning of Woltman type

Bulk Water Meter, CI/ Brass/

Bronze body material, totalizer

made of copper can/ suitable anti

corrosive metallic material,

totaliser metalic shall have 5 mm

thick glass cover suitable against

antifraud attempts, Flange End

process connection, IP

protection class, Woltman type

Water Meter with removable

mechanism, magnetic drive, dry

dial, and be fitted with a low mass

rotor which is parallel to the

direction of water flow and

exhibits dynamic thrust relief,

water meters complete with T

Type strainer, ISO 4064 : 2005 with

valid CE mark mentioning notified

body number along with MlD /

OIML / ISO certification from a

recognized International

For Village Level Sump to Faliya

/Habitation ESR/HGLR

Ball or stop Valves

Threaded ends, Metallic to

metallic chrome coated wedge

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

12.1 Providing & Supplying & Errection

of 168.3 mm dia with 2 mtr length

MS Header Pipe line at suitable

place as per design & directed by

Engineer-in charge including M.S.

flange pipe,sluice valve, with 4 nos

,&100 mm dia with .50 m length

each of branch/ outlet and fixing

of valves including errect MS

Header to outlet of ESR Pipe line

etc. complete with satisfactory

hydraulic testing.

Providing and supplying ISI mark G.

I. pipes with Couplings of following

class and diameter including all

taxes,insurance, transportation,

freight charges, octroi, inspection

charges, loading, unloading,

conveyance to departmental

stores, stacking etc. complete. (IS -

1239) (Not for well/tube well

column pipe) & Lowering, laying

and jointing G. I. pipes with G. I.

specials of following diameters in

proper position, grade and

alignment as directed by Engineer-

in-charge including conveyance

from stores to site of work, labour,

giving hydraulic testing, etc.

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

Drilling of Horizontal borehole for

watermain pipeline crossing under

the railway / road tracks in all

strata with required length incl.

fixing of M.S( or as specified by

railway / road authority) / RCC.

casing pipe of suitable size and

thickness. Rate includes the cost of

drilling of borehole, casing pipe

and welding pushing etc. complete

but excluding cost of water main,

valves and other items entire work

should be as per as per approved

drawing and as per inst. of railway/

road authority for following dia of

borehole for MS pipe

14.1 Horizontal Drilling-250:& MS

Casing Pipe-200 thick:5

14.2 Horizontal Drilling-200:& MS

Casing Pipe-150 thick:5

Drilling of 300mm dia Horizontal

borehole for watermain pipeline

under the railway tracks incl all

strata with requried length

including fixing of 250mm dia MS

casing pipe of minimum 5mm thick

Or IRS Casing Pipe with welding

pushing etc complete. Providing &

fixing various size of pipe for

150/168mm dia watermain of

G.I/M.S pipe of minimum 6.3mm

thick for railway permises as per

instruction & regulations of

Railway authority & under

supervision of Railway authority

incl Provinding, supplying & fixing

of spacer at specified interval if

required between Casing pipe and

water main, ISI make sluice valve

of required size at both side of

railway boundry with construction

of brickedge pavement including

C:C encasing 1:3:6 in 10mtr length

at both side. Incl provinding &

fixing of M.S/Iron Manhole frame

with cover for valve chamber with

loaking arregment etc complete

with all material labour

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

fabrication,hydraulic testing of

pipe & valve etc complete for total

45 mt Length which includes

horizontal pushing and with open

Without Water main & withMS

Casing Pipe-250 thick:5 5

Making job connection for old

pipes in connecting the pipeline

with existing main and inserted of

special incl. Cost of excavation

cutting of pipes, dewatering

testing refitting etc. complete incl.

All jointing materials etc. comp.

(excl. cost of specials pipes and

fittings) job work in cement joint

16.1 80 mm to 225 mm dia.

Providing and supplying ISI mark

C.I.D.F.sluice valve,butterfly

valves,refluxe valves of following

class and diameter including all

taxes,insurence,transportation,frei

ght charges, octroi, inspection

charges, loading, unloading,

conveyance to departmental store

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

PN 1.6 with Hand wheel/ Cap

Operated (PD Type Short Body)

Lowering laying and jointing in

position following C.I./D.F.refluxe

valve ,sluice valve & Air Valves

Including Cost of all Labour,

Jointing Material Including Nut

Bolts and Giving Satisfactory

Hydraulic testing etc.complete.

Construction of valve chamber in

brick or bella stone masonry locally

available in C.M 1:6 foundation

concrete 150 mm thick in C.C.

(1:4:8) of trap metal of size 25 mm

to 40 mm thick inside cement

plaster in C.M (1:3) and cement

pointing outside in C.M. 1:3 and

top cover of precast slab 100 mm

thick. (With Key hole in two part,

each with handle of M.S. Bar etc.

completed. As given size) Up to

1.00 mt. Depth from G.L. to pipe

invert level incl. complete civil

works. But excl. cost of excavation

and refilling. with cast in situ RCC

slab in one single piece with fixing

of C.I.M.H. frame and cover (excl.

cost of CIMH frame and cover)

with 23 cm thick brick masonary

wall in C.M. 1:6.

Size of Chamber 0.90m x 0.90m &

1 mtr Deep (With Pre Cast Slab In 0.00 0.00 0.00 0.00 0.00 0.00 60.00 60.00 120.00 Nos.

Faliya Connectivity of DDSA Package- 7 Part-1 & Part-2 Bar water supply scheme

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

Labour charges for repariing of

leakage in PVC pipeline of

Following diameter at different

places including necessary

excavation manually or by

mechanized excavation removing

of mud, cleaning of pipe and

leakage portion cutting the the

pipeline & removing piece of pipe

from trench with inclussive of

mechanical deviced JCB,

Hydra/crain if necessary & labours

required with providing material

such Coupler, Solution

etc.comp.(incl. all material but

Exclu.cost of pipe)

Executive Engineer Dy.Ex.Engineer

P.H.Works Division Division

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

TALUKA- Limkheda/Dhanpur/D'Baria DIST-DAHOD

Schedule B - 2A

Carrying out level Survey, Soil Investigation, Detailed Survey Work, Designing etc for Designing & Construction of RCC ESR/HGLR for Hamlets/Faliya

Tender Qty Executed Qty as Per Record Remaining Qty 10%

Total Total Total Unit Rate Proof Checking Amt. Amt Of In Amount

Item No. Item Description Part-1 Part-2 Part-1 Part-2 Part-1 Part-2 Complete

As Per Board TPC

Resolution No/288/6- Lump Sum

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

Designing structurally (and

aesthetically) complying provisions of

relevant Indian standards and

constructing RCC Elevated service

Reservoir of the following capacity and

height using data of S.B.C of proposed

site Seismic zone Wind speed Zone.

Including (1) Container shape any

suitable type (or as specified) (2)

Staging consisting of column brace

trestle / shaft / combination column-

brace trestle and shaft as appropriate

(or as specified) and (3) Appropriate

foundation system. This includes

excavation in all types of soil strata

(including hard rock) casting100 mm

thick P.C.C. levelling course in M-10

Refilling the pit with proper soil and

disposing of the surplus stuff within a

lead of 50 meters. (4) This will also

include cement plaster in CM 1:2 with

approved water proofing compound to

inside face of container. (5) All types of

labour & material charges of lowering

laying erecting / hoisting & joining of

pipe assembly of Inlet Outlet

overflowwashout and bye pass

arrangement as per hydraulic design

are including.(6) Providing and fixing

accessories(specified) CI Manhole

frame and covers water level indicator

lightening conductor GI Pipe railing

around walk way at roof level at gallery

and around landing of inside shaft

Adequate cowl type ventilators or

lantern type ventilator with stainless

steel jali. (7) Scope of work includes

constructing RCC spiral staircase with

adequate tie beams staircase

footing,RCC chambers for valves.

ventilating shaft and ventilators as well

as door in shaft .SS grating to be

provided to outlt pipe (inside

container)for safety(8) including

providing and applying three coats of

cement paint/snowcem (as specified)

to the whole structure. (9) It also

includes satisfactory water tightness

test as per relevant I.S. Code and

painting name of scheme & capacity on

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

the tank as per direction of engineer in

charge. List of Indian Standards for

design of ESR: Note:The structural

design of ESR shall be in accordance

with provisions of relevant Indian

Standards (1) I.S. 3370 part I to II

or Its latest revision (1.1) IS 3370 part

III & IV 1965 or Its latest revision (2) IS

456-2000 or ts latest revision (3) IS

11682- 1985 orts latest revision (4) IS

1893-2002 part I to V or ts latest

revision (5) IS 13920-1993 or ts latest

revision (6) IS 875 part I to III1987 or lts

latest revision (7) IS 11089- 1987 or ts

latest revision General

specifications:(1) The Min. concrete

grade for RCC shall be M:30.

Proportion of concrete ingredients

shall be as per Mix design using weigh

(2) HYSD(Fe 415) or higher grade

reinforcing bars confirming to IS

1786/1139 or TMT bars shall be used

as per detailed specification.

(3) Incase of column –brace trestle

type staging having more than

columns internal horizontal bracing is

obligatory. One bracing shall be at

foundation level incase of Individual

(4) Min. size/ thickness of various

components shall be provided as per

design criteria/specifications Is code

(or as per std. practice) . Capacity of

the ESR shall be considered excluding

(5) Minimum dimensions specified for

various components in tender

data/specifications shall be provided .

(6) The Safe bearing capacity (SBC)

/allowable pressure on soil shall be

referred from SBC test report or tender

datasheet. If poor soil strata is met

with or ground water table is met with

the SBC shall have to be re ascertained

scientifically and the design should be

rivised accordingly.

(7) Maximum spacing between

horizontal bracings shall be 5 m (storey

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

(8) The BB Masonry cabin with MS

door shall be constructed when spiral

staircase is outside the staging.

(9) RCC Staircase/MS Staircase shall

be provided and fixed for access to

roof when height of roof from G.L. is

up to 10 m. For ESR having more than

10 m height RCC spiral staircase or

suitable RC C staircase shall be

constructed.Railling should be

provided through out the staircase and

around the top ning beam.

(10) For ESR-having staging height

more than 15 m the spiral staircase

shall be provided inside the staging

with effective tie beams in more than

one direction. (11) Water level indictor

shall be provided and fixed float type

/electronic (as specified) .

(12)The rate shall include providing

and fixing pipes specials and valves

required for inlet outlet wash out over

flow and bye pass arrangement. The

scope of work includes constructing

supporting RCC pillars erecting laying

fixing and joining pipes and specials etc

up to 5m length from face of staging

(outer most column)

(13) DIpipes & specials shall only be

(14) The rate shall include cost of

dewatering during execution making

all arrangement and any dewatering

(15) The structure shall be designed

properly for uplift due to Ground water

table specified in data or GWT met

with during execution. No extra

payment shall be paid for the same.

(16) Effective curing shall be carried

out up to require period as per

specifications.

(17) Agency shall engage qualified (at

least graduate) consulting engineer for

designing the structure and he/she

shall visit the site for guidance of work

at all levels Ii.e below foundation,up tp

Gl above GL for all lifts up to container)

(18) 75 % part rate shall be payable for

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

Concrete Reinforcement and Plastering

items of container until satisfactory

hydraulic testing for water tightness is

performed as per tender condition . Till

then the work shall be treated as

Above conditions / general

specifications Sr. No. 1 to 17 are part &

parcel of tender (contract) .

1A.01 ESR of .15 Lac Litres 12 m Height

(Kundha, Padola)

On Design submission: 2.5% 0 2 2 0 2 2 0 0 0 Nos. 11265.19

On Design Approval: 2.5% 0 2 2 0 2 2 0 0 0 Nos. 11265.19

On Completion of Satgging: 22.5% 0 2 2 0 0.17 0.17 0 1.83 1.83 Nos. 101386.69

On completion of floor:22.5% 0 2 2 0 0 0 0 2 2 Nos. 101386.69

On completion of walls:22.5% 0 2 2 0 0 0 0 2 2 Nos. 101386.69

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

1A.02 ESR of .30 Lac Litres 12 m Height

(Patwan, Umariya)

On Design submission: 2.5% 2 0 2 2 0 2 0 0 0 Nos. 21422.50

On Design Approval: 2.5% 2 0 2 2 0 2 0 0 0 Nos. 21422.50

On Completion of Satgging: 22.5% 2 0 2 0.9 0 0.9 1.1 0 1.1 Nos. 192802.54

On completion of floor:22.5% 2 0 2 0 0 0 2 0 2 Nos. 192802.54

On completion of walls:22.5% 2 0 2 0 0 0 2 0 2 Nos. 192802.54

1A.03 ESR of .35 Lac Litres 12 m Height

(Ghodajar, Pratappura)

On Design submission: 2.5% 1 1 2 1 1 2 0 0 0 Nos. 24069.82

On Design Approval: 2.5% 1 1 2 1 1 2 0 0 0 Nos. 24069.82

On Completion of Satgging: 22.5% 1 1 2 0.8 0 0.8 0.2 1 1.2 Nos. 216628.35

On completion of floor:22.5% 1 1 2 0 0 0 1 1 2 Nos. 216628.35

On completion of walls:22.5% 1 1 2 0 0 0 1 1 2 Nos. 216628.35

1A.04 ESR of 0.40 Lac Litres 12 m Height

On Design submission: 2.5% 0 1 1 0 1 1 0 0 0 Nos. 26717.13

On Design Approval: 2.5% 0 1 1 0 1 1 0 0 0 Nos. 26717.13

On Completion of Satgging: 22.5% 0 1 1 0 0 0 0 1 1 Nos. 240454.16

On completion of floor:22.5% 0 1 1 0 0 0 0 1 1 Nos. 240454.16

On completion of walls:22.5% 0 1 1 0 0 0 0 1 1 Nos. 240454.16

1A.05 ESR of .45 Lac Litres 12 m Height

(Patwan, Agaswani, Paniya)

On Design submission: 2.5% 2 1 3 2 1 3 0 0 0 Nos. 29364.44

On Design Approval: 2.5% 2 1 3 2 1 3 0 0 0 Nos. 29364.44

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

On Completion of Satgging: 22.5% 2 1 3 1.6 0 1.6 0.4 1 1.4 Nos. 264279.98

On completion of floor:22.5% 2 1 3 0 0 0 2 1 3 Nos. 264279.98

On completion of walls:22.5% 2 1 3 0 0 0 2 1 3 Nos. 264279.98

1A.06 ESR of .50 Lac Litres 12 m Height

On Design submission: 2.5% 0 1 1 0 1 1 0 0 0 Nos. 32011.92

On Design Approval: 2.5% 0 1 1 0 1 1 0 0 0 Nos. 32011.92

On Completion of Satgging: 22.5% 0 1 1 0 1 1 0 0 0 Nos. 288107.31

On completion of floor:22.5% 0 1 1 0 1 1 0 0 0 Nos. 288107.31

On completion of walls:22.5% 0 1 1 0 1 1 0 0 0 Nos. 288107.31

1A.07 ESR of .55 Lac Litres 12 m Height

On Design submission: 2.5% 1 0 1 1 0 1 0 0 0 Nos. 33506.86

On Design Approval: 2.5% 1 0 1 1 0 1 0 0 0 Nos. 33506.86

On Completion of Satgging: 22.5% 1 0 1 0 0 0 1 0 1 Nos. 301561.74

On completion of floor:22.5% 1 0 1 0 0 0 1 0 1 Nos. 301561.74

On completion of walls:22.5% 1 0 1 0 0 0 1 0 1 Nos. 301561.74

1A.08 ESR of .60 Lac Litres 12 m Height

(Paramarna Khakhariya, Amba)

On Design submission: 2.5% 2 0 2 2 0 2 0 0 0 Nos. 35001.80

On Design Approval: 2.5% 2 0 2 2 0 2 0 0 0 Nos. 35001.80

On Completion of Satgging: 22.5% 2 0 2 0 0 0 2 0 2 Nos. 315016.18

On completion of floor:22.5% 2 0 2 0 0 0 2 0 2 Nos. 315016.18

On completion of walls:22.5% 2 0 2 0 0 0 2 0 2 Nos. 315016.18

1A.09 ESR of .70 Lac Litres 12 m Height

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

On Design submission: 2.5% 1 0 1 1 0 1 0 0 0 Nos. 37991.67

On Design Approval: 2.5% 1 0 1 1 0 1 0 0 0 Nos. 37991.67

On Completion of Satgging: 22.5% 1 0 1 0 0 0 1 0 1 Nos. 341925.06

On completion of floor:22.5% 1 0 1 0 0 0 1 0 1 Nos. 341925.06

On completion of walls:22.5% 1 0 1 0 0 0 1 0 1 Nos. 341925.06

1A.10 ESR of .70 Lac Litres 15 m Height

On Design submission: 2.5% 0 1 1 0 1 1 0 0 0 Nos. 38907.08

On Design Approval: 2.5% 0 1 1 0 1 1 0 0 0 Nos. 38907.08

On Completion of Satgging: 22.5% 0 1 1 0 0 0 0 1 1 Nos. 350163.71

On completion of floor:22.5% 0 1 1 0 0 0 0 1 1 Nos. 350163.71

On completion of walls:22.5% 0 1 1 0 0 0 0 1 1 Nos. 350163.71

1A.11 ESR of .75 Lac Litres 12 m Height

On Design submission: 2.5% 0 1 1 0 1 1 0 0 0 Nos. 39486.61

On Design Approval: 2.5% 0 1 1 0 1 1 0 0 0 Nos. 39486.61

On Completion of Satgging: 22.5% 0 1 1 0 1 1 0 0 0 Nos. 355379.49

On completion of floor:22.5% 0 1 1 0 1 1 0 0 0 Nos. 355379.49

On completion of walls:22.5% 0 1 1 0 1 1 0 0 0 Nos. 355379.49

1A.12 ESR of .85 Lac Litres 12 m Height

On Design submission: 2.5% 0 1 1 0 1 1 0 0 0 Nos. 42476.49

On Design Approval: 2.5% 0 1 1 0 1 1 0 0 0 Nos. 42476.49

On Completion of Satgging: 22.5% 0 1 1 0 1 1 0 0 0 Nos. 382288.37

On completion of floor:22.5% 0 1 1 0 1 1 0 0 0 Nos. 382288.37

On completion of walls:22.5% 0 1 1 0 1 1 0 0 0 Nos. 382288.37

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

1A.13 ESR of .90 Lac Litres 12 m Height

(Bhorva, Manli)

On Design submission: 2.5% 1 1 2 1 1 2 0 0 0 Nos. 43971.42

On Design Approval: 2.5% 1 1 2 1 1 2 0 0 0 Nos. 43971.42

On Completion of Satgging: 22.5% 1 1 2 1 1 2 0 0 0 Nos. 395742.81

On completion of floor:22.5% 1 1 2 1 1 2 0 0 0 Nos. 395742.81

On completion of walls:22.5% 1 1 2 1 1 2 0 0 0 Nos. 395742.81

1A.14 ESR of .95 Lac Litres 12 m Height

On Design submission: 2.5% 1 0 1 1 0 1 0 0 0 Nos. 45466.36

On Design Approval: 2.5% 1 0 1 1 0 1 0 0 0 Nos. 45466.36

On Completion of Satgging: 22.5% 1 0 1 0 0 0 1 0 1 Nos. 409197.24

On completion of floor:22.5% 1 0 1 0 0 0 1 0 1 Nos. 409197.24

On completion of walls:22.5% 1 0 1 0 0 0 1 0 1 Nos. 409197.24

11 10 21 Total Rs.

1B.1 HGLR of .10 Lac Litres 3 m Height

(Chaidiya, Parpata)

On Design submission: 2.5% 1 1 2 1 1 2 0 0 0 Nos. 7727.02

On Design Approval: 2.5% 1 1 2 1 1 2 0 0 0 Nos. 7727.02

On Completion of Satgging: 22.5% 1 1 2 0 1 1 1 0 1 Nos. 69543.17

On completion of floor:22.5% 1 1 2 0 1 1 1 0 1 Nos. 69543.17

On completion of walls:22.5% 1 1 2 0 1 1 1 0 1 Nos. 69543.17

1B.2 HGLR of .20 Lac Litres 3 m Height

(Ghuntiya, Ghodajar, Parpata, 2 2 4 2 2 4 Nos. 418672.11 4186.72 41867.21

On Design submission: 2.5% 2 2 4 2 2 4 0 0 0 Nos. 10466.80

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

On Design Approval: 2.5% 2 2 4 2 2 4 0 0 0 Nos. 10466.80

On Completion of Satgging: 22.5% 2 2 4 0 1 1 2 1 3 Nos. 94201.23

On completion of floor:22.5% 2 2 4 0 1 1 2 1 3 Nos. 94201.23

On completion of walls:22.5% 2 2 4 0 1 1 2 1 3 Nos. 94201.23

1B.3 HGLR of .30 Lac Litres 3 m Height

(Timba, Bor,Palli)

On Design submission: 2.5% 2 1 3 2 1 3 0 0 0 Nos. 12285.44

On Design Approval: 2.5% 2 1 3 2 1 3 0 0 0 Nos. 12285.44

On Completion of Satgging: 22.5% 2 1 3 1 1 2 1 0 1 Nos. 110568.93

On completion of floor:22.5% 2 1 3 1 1 2 1 0 1 Nos. 110568.93

On completion of walls:22.5% 2 1 3 1 1 2 1 0 1 Nos. 110568.93

1B.4 HGLR of .40 Lac Litres 3 m Height

(Chaidiya, Ghuntiya, Agaswani(2 Nos), 4 1 5 4 1 5 Nos. 521020.72 5210.21 52102.07

On Design submission: 2.5% 4 1 5 4 1 5 0 0 0 Nos. 13025.52

On Design Approval: 2.5% 4 1 5 4 1 5 0 0 0 Nos. 13025.52

On Completion of Satgging: 22.5% 4 1 5 2 1 3 2 0 2 Nos. 117229.66

On completion of floor:22.5% 4 1 5 1 1 2 3 0 3 Nos. 117229.66

On completion of walls:22.5% 4 1 5 1 1 2 3 0 3 Nos. 117229.66

1B.5 HGLR of .50 Lac Litres 3 m Height

(Chaidiya(3Nos), Pania, Ninamana

On Design submission: 2.5% 3 2 5 3 2 5 0 0 0 Nos. 14633.28

On Design Approval: 2.5% 3 2 5 3 2 5 0 0 0 Nos. 14633.28

On Completion of Satgging: 22.5% 3 2 5 3 2 5 0 0 0 Nos. 131699.56

On completion of floor:22.5% 3 2 5 3 2 5 0 0 0 Nos. 131699.56

Faliya Connectivity of DDSA Package- 7 Part-1 & Part-2 Bar water supply scheme

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

On completion of walls:22.5% 3 2 5 3 2 5 0 0 0 Nos. 131699.56

1B.6 HGLR of .60 Lac Litres 3 m Height

(Parmarna Khakhariya,

Ambava,Ghodajar, Bhorva, Manli)

On Design submission: 2.5% 4 1 5 4 1 5 0 0 0 Nos. 17606.79

On Design Approval: 2.5% 4 1 5 4 1 5 0 0 0 Nos. 17606.79

On Completion of Satgging: 22.5% 4 1 5 1.2 1 2.2 2.8 0 2.8 Nos. 158461.07

On completion of floor:22.5% 4 1 5 0 1 1 4 0 4 Nos. 158461.07

On completion of walls:22.5% 4 1 5 0 1 1 4 0 4 Nos. 158461.07

1B.7 HGLR of .70 Lac Litres 3 m Height

On Design submission: 2.5% 1 0 1 1 0 1 0 0 0 Nos. 18102.07

On Design Approval: 2.5% 1 0 1 1 0 1 0 0 0 Nos. 18102.07

On Completion of Satgging: 22.5% 1 0 1 1 0 1 0 0 0 Nos. 162918.60

On completion of floor:22.5% 1 0 1 1 0 1 0 0 0 Nos. 162918.60

On completion of walls:22.5% 1 0 1 0 0 0 1 0 1 Nos. 162918.60

17 8 25 Total Rs.

Grand Total Rs.

Grand Total Rs.

Executive Engineer

P.H.Works Division Dy.Ex.Engineer

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

TALUKA- Limkheda/Dhanpur/D'Baria DIST-DAHOD

Schedule - B-2B

Carrying out level Survey, Soil Investigation, Detailed Survey Work, Designing etc for Designing & Construction of RCC GSR/SUMP for Hamlets/Faliya

Proof Strengthening

Tender Qty Executed Qty as Per Record Remaining Qty Checking Amt Of In

Item Total Total Part- Part- Total

ITEM. Part-1 Part-2 Part-1 Part-2 Resolution Lump Sum

no. Qty Qty 1 2 Qty

Preparing structural design

of RCC Under Ground /

Partially under ground /

above high ground level

Reservoir of required

capacity as per relevant I.S.

standards and constructing

the same, including

excavation in all types of

soil strata (including rock)

including shoring strutting

if required, for loose soil /

to protect from collapse,

casting 100 mm thick P.C.C.

levelling course in M-15,

Refilling the pit with proper

soil and disposing of the

surplus stuff at all lead.

Including cement plaster in

CM 1:2 with approved

water proofing compound

to all over inside container

(i.e. walls, base, top

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

slab/dome bottom etc. all).

Including all types of labour

and material charges of

lowering, laying, erecting /

hosting and jointing of pipe

assembly to inlet, outlet

overflow, washout and bye

pass arrangement as per

hydraulic design. Providing

and fixing accessories, CI

Manhole frame and cover,

water level indicator,

adequate cowl type

ventilators or lantern type

ventilator with stainless

steel jail. RCC chambers for

Providing and applying

three coats of cement

paint / snowcem to the out

side face of structure. It

also includes satisfactory

water tightness test as per

relevant I.S. code and

painting name of scheme

and capacity on the tank as

per direction of engineer in

List of Indian Standards for

Design of GSR / SUMP:-

The structural design of

GSR shall be in accordance

with provisions relevant I.S

(1) I.S. 3370 part I & II

or Its latest revision

(1.1) I.S. 3370 part III & IV

1965 or Its latest revision

latest revision.

or Its latest revision.

(4) I.S. 875, Part – 1 to

1987 or Its latest

revision.General

Specifications:- (1) Water

depth in container shall be

adopted as per data of

tender. Capacity shall be

calculated excluding free

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

board of the reservoir. If

water depth is not

specified, the suitable

water depth / acceptable

to field engineer in

accordance with hydraulic

requirement (2) Shape of

schoanltl abine eard (oinp

pceacpiaficeidty .by in data

shall be adopted in

absence circular shape

shall be adopted. (3) Size

shall be fixed as per

availability of space (land

area) at site / acceptable

engineer in charge. (4)

Effect of overlapping of

pressure bulbs on soil due

near by structure and

proposed sump should be

considered. (5) Care shall

be taken that no damage

should occur to nearby

existing structure.

Compensation shall be paid

for the same by agency. (6)

The minimum concrete

grade for RCC shall be M-

grade reinforcing bars

confirming to I.S. 1786 /

1139 shall be considered in

design. CRS / TMT bars

shall be provided. In saline

atmosphere corrosion

resistance stainless steel /

HCR rebar shall be

provided. Any other steel

can be used with approval

of C.E./ in situation of non

availability in market

without extra cost. (8)

Minimum size (or

thickness) of various

components shall be

provided as per tender

criteria / specifications in

absence as per I.S./ Std.

practice of G.W.S.S.B.

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

Minimum dimensions

specified for various

components in tender data

/ specifications shall be

provide (9)The Safe bearing

Capacity (SBC) shall be

referred from SBC test

report. in absence of report

it shall be reffered from

data sheet. If poor soil is

found/ water table is met

with during excavation SBC

shall be scientifically

ascertained and design

shall be revise. No Extra

shall be paid for increase in

quantity. (10) DI pipes and

special shall only be used if

type is not specified in

tender.(11) The rate shall

include cost of dewatering

during excavation making

all arrangement when

water table meets within

depth. (12) The structure

shall be designed properly

to resist uplift due to

ground water table

specified in data or actual

ground water table meets

with during excavation. If

GWT / Uplift is mentioned

in tender and during

excavation it dose not

meet 7.5% rate shall be

reduced. (13) SS pipes

railing shall be provided

over sump perifery when

sump height is ≥ 1.5 meter

above ground level. (14.a)

RCC staircase/RCC Steps

should be provided from

GL to sump top slab based

on the height of the GSR

above/below the ground.

(14.b) RCC Staircase with

SS railing to be provided

inside reservoir container.

BB Masonry staircabin to

be provided to cover the

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

same with MS safety door

arrangement. (15)

Appearance of structure

should be aesthetically

good looking acceptable to

authority. (16) Any change

in size, shape, depth below

GL, height above GL, water

depth, F.B., size of member

etc can be permitted in

exceptional case due to

site condition or hydraulic

design requirement by C.E.

No extra shall be paid for

change. (17) Any change in

data, dimensions, shape,

water depth, reduction in

size if permitted by

competent authority and if

it reduces quantity then

payment shall be reduced

prorate.(18) When capacity

of GSR / Sump is > 20 lakh

litres two or suitable

compartments acceptable

to executive engineer shall

be designed and

provided.(19) Agency shall

engage qualified (at least

graduate) consulting

engineer for designing the

structure and he / she shall

visit the site for guidance

of work. (20) 75% part rate

shall be payable for

concrete, reinforcement

and plastering items of

container until satisfactory

hydraulic testing for water

tightness is performed as

per tender condition. Till

the work shall be treated

as incomplete.Above

conditions / general

specifications Sr. No. 1 to

20 are part and parcel of

tender (contact) and

prevail over other

provisions in tender.

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

GSR of .15 Lac Litres

On approval of designs 1.0 0.0 1.0 0 0 0.0 0 0 0.0 No

On completion of

excavation and base slab

On completion of vertical

wall and braces

Full supporting structure

including column, ring

beam and completion of

top slab / dome

Plastering inside & outside

with epoxy etc. Complete

Procurement and fixing of

washout,overflow pipes,

valves, specials, chambers,

lighting arrester conductor

and specials at site

Water level indictor,

painting of letters, M.S

ladder, pipes, railing and all

miscellaneous items such

as exterior whether proof 1.0 0.0 1.0 0 0 0.0 0 0 0.0 No

emulsion paint in three

coats etc (Completed with

all respect) including water

On hydraulic testing 1.0 0.0 1.0 0 0 0.0 0 0 0.0 No

1.2 GSR of 0.7 Lac Litres (Kunli) 0.0 1.0 1.0 331018.6 1986.11

On approval of designs 0.0 1.0 1.0 0 1 1.0 0 0 0.0 No

On completion of

excavation and base slab

On completion of vertical

wall and braces

Full supporting structure

including column, ring

beam and completion of

top slab / dome

Plastering inside & outside

with epoxy etc. Complete

Procurement and fixing of

washout,overflow pipes,

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

valves, specials, chambers,

lighting arrester conductor

and specials at site

Water level indictor,

painting of letters, M.S

ladder, pipes, railing and all

miscellaneous items such

as exterior whether proof 0.0 1.0 1.0 0 0 0.0 0 1 1.0 No

emulsion paint in three

coats etc (Completed with

all respect) including water

On hydraulic testing 0.0 1.0 1.0 0 0 0.0 0 1 1.0 No

Engineer Dy.Ex.Engineer

P.H.Works P.H.Sani.Sub

Division Division

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

Remaining Work of DDSA Faliya Connectivity Package-7(Part-1 & Part-2) Bar Regional Water Supply Scheme

TALUKA- Limkheda/Dhanpur/D'Baria DIST-DAHOD

Pumping Machinery

Sr. Executed Qty as per

Description Tender Qty Remaining & Revised Qty

Rate Unit Amount

Part-1 Part-2 Total Qty Part-1 Part-2 Total Qty Part-1 Part-2 Total Qty

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

Supply, installation, testing & commissioning of

electro-mechanical equipment of (1) Monoset

sub. pump 3 phase 400/440 vott, 50 c/s. A.C.

Supply & 2900 RPM, following IS 14220 ,MOC :

Casing: CI-FG260, Impeller : Bronze & Shaft :

SS:41, (2) DOL/Star Delta starter suitable for

local & remote pump control application

consisting of MPCB, overload relay and

contactors as per Type II coordination including

digital voltmeter, analogue ammeter with

selector switch, run hour meter, required

protective relays & control accessories. and

(3)Auto transformer starter suitable for local &

remote pump control application consisting of

Auto Transformer (4) Providing and supplying

ISI mark Heavy Duty G.I. pipes with Couplings of

following Class and diameter including all

taxes, insurance, transportation, freight

charges, octroi, inspection charges, loading,

unloading, conveyance to departmental stores,

stacking etc. complete.(5) Butter Fly Valve :

Providing and supplying ISI mark CI D/F Butterfly

Valves as per IS:13095 (Latest Edition) of

following class anddiameter including all taxes,

insurance, transportation, freight charges,

octroi, nspection charges, loading, unloading,

conveyance to departmental stores, stacking

etc. complete and giving satisfactory hydraulic

testing etc. complete.(6) Providing and

supplying ISI mark CI D/F Reflux Valves as per

IS:5312 (Latest Edition) of following class and

diameterincluding all taxes, insurance,

transportation, freight charges, octroi,

inspection charges, loading,

unloading,conveyance to departmental stores,

stacking etc. complete (7) Supply, Installation,

testing & commissioning of flange ends

Expansion Bellow as per EJMA standards of

overall length of minimum 300 mm, designed

for 15 mm axial compression and 5 mm axial

extension with tie rods etc. of following MOC &

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

pressure ratings. MOC: Bellows: SA 240 Gr. 304;

Internal Sleeve: SA 240 Gr. 304; Weldends: IS

2062 Gr. B; Flanges: IS 2062 Gr. B (Drilling as per

IS 1538 /IS 6392 ) & Limit Rods & Nuts: CS - IS

1367. (8) MS Specials - Manufacturing, Supply,

Delivery, Lowering & Laying of M.S. Specials

from MS plate of 5.6 mm thick confirming to

relevent IS including all taxes, duties, insurance,

transformation, freight, octoroi, inspection,

loading, unloading,convey to site,stacking etc.

compete.(9) Design, supply, installation, testing

and commissioning of Bourdon type pressure

gauge ± 1 accuracy, direct bottom 1/2", NPT (M)

Process connection, IP 67, Glycerine filled, SS

304 case with Bayonet type Bezel, SS 316 L

Bourdan tube, SS 316 movement material,

Aluminium dial with black graduations on white

background, Micro Zero adjustable pointer,

neoprene gasket, blow out disc, shatter proof

glass, SS tag plate etc as per IS 3624, as per

requirement (10) PVC insulated Flat submersible

cable as per detailed technical specifications of

R/C of GWSSB conforming to IS 694, IEC

60227/60228. Supply, laying, testing &

commissioning 1.1 kV grade, XLPE insulated,

stranded Aluminium conductor, galvanised steel

flat strip / round wire armoured, extruded PVC

type ST2 sheathed, heavy duty cable conforming

to IS: 7098 (Part-1) & IEC: 60502 (Part-1) of

following sizes: (11) Providing following type of

Modular type accessories mounted with PVC/

metallic/Wooden box, single mounting base

frame covered with textured/ metallic/White

front plate, modules erected with necessary

connection as desired by Engineer In charge :

6A/ 10A/ 16A/ 20A/ 25A/ 32A double pole

modular MCB switch, Cat.III for illumination (12)

Supplying rubber matting of following thickness

as per IS:15652/IEC 61111, (13) Providing &

erecting Approved make RCCBs conforming to

IS: 12640 and having sensitivity of 30 mA and

Short Circuit withstand capacity of 10 KA and

suitable for operation on 3 phase and neutral

415 V, 50 Hz. having characteristics of quick

action & tripping with all advance feature & do

not incorporate any electronic component for

following Max. rating erected as directed. (14)

Supply,Installation,Testing and Commissioning

of Main wiring, Internal Wiring Etc. (15)

Supplying and erecting LED indoor fittings with

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

LEDs of wattage 0.2 Watt to 0.5 Watt assembled

on single MCPCB, with housing used as a heat

sink shall be made of thick sheet Steel

conforming to IS: 513/CRCA/ aluminium die cast

powder coated and high U.V. & corrosion

resistance with diffuser with company

mark/name (16) Supplying and erecting LED

street light / Flood light fittings with High power

White LEDs wattage of 1Watt and above

assembled on single MCPCB, efficiency more

than 130 lm/w and corrosion free High pressure

die cast aluminum housing with smooth finish

powder coated and heat sink extruded

aluminium with diffuser and Polycarbonate

optics/ lenses with company mark/name

engraved or embossed (17) Providing & erecting

Approved make Ceiling Fan with double ball

bearing ISI mark with condenser A.C.230V 50c/s.

1400 mm. sweep complete, canopy and 30 cms.

down rod erected on existing hook or clamp

with 24 / 0.2, 3 core flexible Copper wire with

earthing [ Make shall be approved by Engineer

in Charge] (18) Supplying & erecting single

phase approved make industrial exhaust fan

suitable for medium duty ring mounted low

noise operation suitable for medium duty

having 450 mm dia size and maximum speed in

1400 RPM (19) Supplying and erecting B' class

galvanised iron pipe 32 mm outside dia 45 cms

long duly welded on 20 cms x 20 cms x 3 mm

thick M.S. base plate, erected on wall or corner

for mounting street light luminaire with

necessary hardware materials duly painted.(20)

SITC Approved make four pole LT heavy duty

disconnector fuse unit cubical type for panel

mounting with complete operating mechanism

suitable to operate on 415 v, 23 A duty with

HRC fuses of suitable load confirming to IS

13947 Part I and III of following capacity (21)

SITC Approved make iron clad or metal clad

pole change over switch 415 v confirming to ISS

of capacity (22) Supply of Safety Equipments:

(23) Supplying & erecting funnel type earthing

having earth plate of following size burred in

specifically prepared earth pit 3 mtr. below

ground with 40 kg charcoal and salt with

alternate layers of charcoal & salt, 20mm.dia.

G.I. pipe with Funnel with a wire mesh for

watering & bricks masonry block, C.I. Cover

complete as per para 7.3 of IS 3043 with

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

necessary length of double Galvanised Iron /

copper earth wire No 6 SWG bolted with lug to

the plate and covered in 12 mm dia. G.I. pipe

mtr long complete connected to the nearest

switch gear with end socket as per direction &

duly tested by earth tester confirming to IS (As

per drawing) with following specification (24)

Providing, erecting Servo Controlled Automatic

Voltage stabilizer suitable for output voltage of

415 Volt +/-1%, 3 Ph, 50 Hz, with copper wound

transformer (air/oil cooled) as mentioned

below. The stabilizer shall function satisfactorily

even if incoming supply is unbalanced between

phases within range of 10%. The stabilizer

should be constructed in cubical box, with bi-

directional wheels for easy handling, necessary

monitors and user's controls on front panel such

as indication, alarm, volt meter and selector

switch for measuring input and out put voltage,

Auto/Manual selector switch, Raise/Low push

buttons etc. Suitable capacity termination strips

and bus bars for incoming and out going cable

should be provided. All three phases shall be

independently monitored and corrected.

Following protections and indications shall be

incorporated Over Voltage / Under Voltage,

Single Phasing,Cut off contactor with electronic

output sensing unit (25) Supplying & eracting

approved make automatic liquid level controller

6A with Sensor testing as per instruction of

Engineer in charge on site complate with wiring

connection with existing wires with copper

conductor from pump to upper and lower tank

(27) Liasioning fees for receiving GEB connection

including GEB regestration charges for new

connection & charges for GEB test report (GEB

FQ charges will be born by GWSSB)

Deputy Executive Engineer

P. H. Mech. Sub Division

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

Faliya Connectivity of DDSA Package- 7 Part-1 & Part-2 Bar water supply scheme

TALUKA- Limkheda/Dhanpur/D'Baria DIST-DAHOD

SCHEDULE C - Operation & Maintenance for 2 years (Civil & Electromechanical )

Item Tender Executed Qty Remaining

Description of work Unit Rate Amount

no. Qty as Per Record Qty

Distribution of water from village level sump to existing storages / Mini

pipe / newly constructed cistern - ESR / HGLR by operation and

maintenance of pumping machineries installed at sump including

maintenance of all the components of the project including existing

pipeline & storage / newly constructed cistern - ESR / HGLR , SITC of

pumping machinery and its manifold system as directed , rising main pipe

line , gravity pipeline of various sizes and class to feed water to included

faliyas of all beneficial 14 villages and other population and existing mini

water supply scheme of all beneficial 14 village population of DDSA

Package-7 Bar Regional Water Supply Scheme, for the period of

months; including supply of skilled manpower as operator cum lineman

cum valve man at each of villages, materials , tools & plants articles

vehicles etc. including o & M charges for all type of valves with valve

chamber. The job includes operation of pump and its repairing

maintenance of pipeline with repairing of CID joint and other ancillary

component includes convey drinking water in such a way to supply net

water at 100 LPCD for all the faliyas of villages duly chlorinated with

PPM available residual chlorine at tail end service point. It also includes

chlorination of water if required with material supply , cleaning of sump,

1.1 existing storage / ESR , newly constructed storage / HGLR periodically etc.

and also maintaining all components in original position with repairing to

The scope also includes operation and maintenance of Pumping

Machineries @ sump / HGLR without interruption of drinking water

problems to people of included faliyas of all beneficial 14 villages

population of DDSA Package-7 Bar Regional Water supply scheme. the

scope also includes the effective operation and maintenance by carrying

out terms and conditions of preventive measures indicated in respective

volume of this tender.

The scope of work also include dismantling / reinstallation of all new

machinery including all kind of repairing and maintenance , all type of

record keeping , water meter installation / repairing, reading and data

collection & also record keeping and any instruction for o & M as

directed by department. For Two Years (Civil and Electromechanical)

Note: Agency must not quote rates less than rates quoted in BOQ, i.e. the

amount should not be less than Rs. 20,10,216.00 For 2 Years.

for DDSA FC Pakg -7, Part-1 (Civil)

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

for DDSA FC Pakg -7, Part-2 (Civil)

for DDSA FC Pakg -7, Part-1 (Mech)

for DDSA FC Pakg -7, Part-2 (Mech)

for DDSA FC Pakg -7, Part-1 (Civil)

for DDSA FC Pakg -7, Part-2 (Civil)

for DDSA FC Pakg -7, Part-1 (Mech)

for DDSA FC Pakg -7, Part-2 (Mech)

Deputy Exe. Engineer Dy.Ex.Engineer

P. H. Mech.Sub.Division P.H.Sani.Sub

Limkheda Limkheda

Executive Engineer Executive

P. H. Mech.Division P.H.Works

Volume-III, PRICE BID KanjetaPiperoFaliya Connectivity

1. As mentioned in the Conditions of contract, the Contract being a lump sum type turnkey

Contract on EPC basis, the provision of measurement will be applicable only for the

assessment of value of work done for inclusion in any interim certificate for part payment to

the Contractor.

2. The Schedule specifies the procedure for all such assessment of the items specified in

3. Each item of Schedule-B has been divided into broad components. The Employer's

Representative shall assess the value of each component as indicated in paragraph 6 herein

4. Percentages are indicated against each component of each items specified in Schedule B,

based on the Employer's best appreciation of the value of the component as related to the

total costs of the concerned item as whole. A head titled (any other item(s)) is included in

each breakdown of schedule and the tenderer shall at the time of tendering indicate any

additional items which he considers necessary but cannot be covered by any of the heads

indicated in the breakup.

5. The percentage breakup as indicated in the Schedule may differ from that corresponding to

the tenderer’s scheme and design and he should take this into account while quoting his lump

sum prices for the items specified in Schedule-B.

6. The contractor shall, after approval of his detailed designs and drawings furnish to the

Employer's Representative an initial bill of quantities to all major items, to be reviewed and

updated periodically with the Employer's Representative. This bill of quantities will be used

for assessment of percentage progress of the component at any stage. By measurement

jointly taken by the Employer's Representative and the Contractor, mutually agreed and

entered in the measurement books in the form and by the method approved by the

Employer's Representative, and signed jointly by both the parties.

Volume-III, PRICE BID KanjetaPiperoFaliya Connectivity

BREAK UP FOR INTERIM PAYMENTS

(CIVIL, MECHANICAL, INSTRUMENTATION & ELECTRICALWORKS)

Item Description of Items Percentage Payment to

a. On receipt of materials at project site 65 % of Quoted rate

b. On Excavation, Lowering, laying and Jointing 20 % of Quoted rate

c. On Hydraulic testing 5 % of Quoted rate

d. On refilling and disposal of surplus stuff 5 % of Quoted rate

e. After commissioning 5 % of Quoted rate

a. On receipt of materials on site 70 % of Quoted rate

b. On erection 20 % of Quoted rate

c. On Hydraulic testing 5 % of Quoted rate

d. After commissioning 5 % of Quoted rate

3 GROUND (UNDERGROUND) LEVEL SERVICE

RESERVOIRS/SUMPS

a. On approval of designs 2 % of Quoted rate

b. On completion of excavation and base slab 18 % of Quoted rate

c. On completion of vertical wall and braces 20 % of Quoted rate

d. Full supporting structure including column, ring beam 15 % of Quoted rate

and completion of top slab / dome

e. Plastering inside & outside with epoxy etc. complete 10 % of Quoted rate

f. Procurement and fixing of inlet, outlet, washout, 15 % of Quoted rate

overflow pipes, valves, specials, chambers, lighting

arrester conductor and specials at site

g. Water level indictor, painting of letters, M.S 10 % of Quoted rate

ladder,pipes, railing and all miscellaneous items such

asexterior whether proof emulsion paint in three coats

etc (Completed with allrespect) including water

h. On hydraulic testing 10 % of Quoted rate

4 All Electro-mechanical works and Instrumentation

Mini Scheme, Micro Scheme, Solar Machinery,

Pumping Machinery

a. On supply of material at work site in good condition 65% of Quoted rate

b. On erection of Equipment 25% of Quoted rate

c. On completion of Testing & Commissioning of 5% of Quoted rate

d. Satisfactory running of system. 5% of Quoted rate

A On completion works as per approved drawings 95% of Quoted rate

B After commission of system 5% of Quoted rate

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

BREAK UP FOR INTERIM PAYMENTS

(CIVIL, MECHANICAL, INSTRUMENTATION & ELECTRICALWORKS)

Item Description of Items Percentage Payment to

5 Elevated Storage Reservoir

a. On submission of Designs 2.5% of Quoted rate

b. On approval of Designs 2.5% of Quoted rate

c. On Completion of excavation 7.5% of Quoted rate

d. On completion of staging height up to reservoir 22.5% of Quoted rate

e. On Completion of Floor Reservoir 22.5% of Quoted rate

f. On Completion of walls of Reservoir 22.5% of Quoted rate

g. On Completion of Roof of reservoir with all related 20.0% of Quoted rate

piping and other works including Water level indictor,

painting of letters, M.S ladder, pipes, railing and all

miscellaneous items such as exterior whether proof

emulsion paint in three coats etc (Completed with all

respect) including water tightness test

On Completion of excavation 12.5% of Quoted rate

On completion of staging height up to reservoir 22.5% of Quoted rate

On Completion of Floor Reservoir 22.5% of Quoted rate

On Completion of walls of Reservoir 22.5% of Quoted rate

On Completion of Roof of reservoir with all related 20.0% of Quoted rate

piping and other works including Water level indictor,

painting of letters, M.S ladder, pipes, railing and all

miscellaneous items such as exterior paint in three

coats etc (Completed with all respect) including water

7 Miscellaneous work

A All other items such as Cattle Trough, Encasing, 80% of quoted rate on

columns support for culvert, pipe bridges for Canal completion of works

/Drain/Khadi crossing, internal roads,

railway/highway crossing, Anchor/thrust blocks, steel

bridge for pipe crossing, etc

Volume-III, PRICE BID KanjetaPipero Faliya Connectivity

BREAK UP FOR INTERIM PAYMENTS

(CIVIL, MECHANICAL, INSTRUMENTATION & ELECTRICALWORKS)

Item Description of Items Percentage Payment to

B On commissioning of the system 20% of quoted rate

8 Operation and Maintenance

a Every month in equal instalment based on quoted

prices of O & M will be paid

For Operation of Pumping Machinery at Village/ Faliya level, Agency has to Provide the

Manpower as and when required & instructed by EIC. The payment for that shall be paid to the

Agency as per minimum Labour Wages Act and declaration by Labour Commissioner for that

Particular Month.

(NOTE:- Agency has to Produce all the relevant documents for reimbursement of Payment.)

Note: Any Changes to be made in all above Payment Schedule can be decided by Chief

Engineer, Zone-1, Vadodara and it shall be binding to the contractor.

Volume-III, PRICE BID KanjetaPiperoFaliya Connectivity