Flood / M&R of BK 4 Ph 3B

Name of Work: Providing, Supplying, Lowering, Laying & Jointing PVC

pipeline , Construction of RCC UG sump, Compound wall and Pump house

for strenthening of BK 4 Ph 3B Rwss.

Estimated Cost : Rs.

Executive Engineer

Gujarat Water Supply & Sewerage Board

Public Health Works Division

Tharad, Gujarat

Volume-III, PRICE BID Flood / M&R of Bk 4 Ph 3B RWSS

Bid Documents for Design, Build & Operate Contract for

BREAK UP FOR INTERIM PAYMENTS ...................................................

Volume-III, PRICE BID Flood / M&R of Bk 4 Ph 3B RWSS

Name of Work:- Providing, Supplying, Lowering, Laying & Jointing PVC pipeline

Construction of RCC UG sump, Compound wall and Pump house for strenthening of BK

4 Ph 3B Ta: Diyodar,Bhabhar,Lakhani Dist Vav- Tharad.

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.

(1) 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.

(2) 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.

be free supplied from the by client.

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

rate as called for against the BOQ item.

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

the Contract Agreement.

and evaluation.

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

Bidder shall give year wise break up of cost for 5 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 evaluation.

(8) 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

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

prices 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.

for 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

Volume-III, PRICE BID Flood / M&R of Bk 4 Ph 3B RWSS

payment shall be given for any item which is required to complete and perform

fixed, during the pendency of the Contract. In case of any discrepancy noted in

carried over and arithmetic corrections if any will be considered for financial

evaluation of the bid.

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

(13) 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.

(14) Prices shall be filled online only.

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

these documents are to be taken as mutually explanatory of one another.

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

survey work, or investigation work required at his own cost.

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

(18) 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 GWSSB.

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

services required as per the specifications. The bidder shall fill in the price

schedule furnished.

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

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

(21) 1% of the value of work will be deducted from the Running bill against labour

cess which is non refundable.

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

the same will be borne by GWSSB.

(23) 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.

(24) The rates to be quoted by the Contractor must be exclusive of GST but inclusive of

all other taxes. GST should be paid extra on the admissible payment as per the

approved tender rates and condition of price variation; GST should be paid as per

prevailing rates at the time of payment. The TDS as per provision of IT rules and

(25) The rates to be quoted by the Contractor must be exclusive of GST but inclusive of

all other taxes as per Volume-I (B) General Condition of Contract, Clouse No.

Volume-III, PRICE BID Flood / M&R of Bk 4 Ph 3B RWSS

(26) The rates quoted shall be inclusive of all taxes, duties and GST, which shall not

be paid extra. The TDS shall be deducted at source as per provision of IT rules

and GWSSB policy.

(27) 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.

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

shall remain firm and fix during the entire period of performance of the

contract except price variation allowed for supply of MS pipe as per Volume-IB

Clause No. 59, General Conditions of Contract.

(29) 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

(30) 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.

(31) 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 of the agency.

(32) 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.

(33) Payment should be made after fund released by GWSSB.

Signature of contractor Executive Engineer

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

Volume-III, PRICE BID Flood / M&R of Bk 4 Ph 3B RWSS

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

THE EXECUTIVE ENGINEER,

PUBLIC HEALTH WORKS DIVISION,

SUB:Providing, Supplying, Lowering, Laying & Jointing PVC pipeline , Construction

of RCC UG sump, Compound wall and Pump house for strenthening of BK 4 Ph 3B

Ta : Diyodar, Bhabhar,Lakhani Dist. Vav-Tharad.

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.

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

Documents, including Addenda Nos.__________ (insert numbers) for Lump sum fixed

price of Rs._________________.

Rupees_____________________________________________) for Construction

including free 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

inspection and 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 the

conditions/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.

Volume-III, PRICE BID Flood / M&R of Bk 4 Ph 3B RWSS

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.

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 Flood / M&R of Bk 4 Ph 3B RWSS

Name of Work :Providing, Supplying, Lowering, Laying & Jointing PVC pipeline

Construction of RCC UG sump, Compound wall and Pump house for strenthening of BK 4 Ph

3B. Ta.Diyodar,Bhabhar,Lakhani Dist. Vav-Tharad.

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.

Schedule showing the approximately quantity of materials to be supplied to the contractor

and at the government store for the or to be executed by contractor and rate which way

are to be charge.

Sr. material to Departmental Place of

Particular Quantity

No. be charge Issue Rate Delivery

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 dept. 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.

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 the

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 Executive Engineer

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

Volume-III, PRICE BID Flood / M&R of Bk 4 Ph 3B RWSS

Name of Work:- “Providing, Supplying, Lowering, Laying & Jointing PVC

pipeline,Construction of RCC UG sump, Compound wall and Pump house for

strenthening of BK 4 Ph 3B.Ta.Diyodar,Bhabhar,Lakhani Dist. Vav-Tharad.

Description of item Qty Unit 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

1 including all local and central taxes, transportation, freight charges, 17400 Rmt 199

octroi, inspection charges, loading, unloading, conveyance to the

departmental stores and including cost of jointing meterial etc.

110mm dia 6 Kg/cm2 PVC Pipe

Excavation for pipe line trenches for water supply, sewerage line,

manhole etc. all with shoring and struting if required as per required

2 gradient and line including safety provisions using site rails and 10962 Cum 89

stacking excavated stuff including up to all required lead cleaning

the site etc. complete for all lifts and strata as specified.

Up to 1.50 M. depth

In all sorts of soil and soft murrum

Lowering, laying, fixing and jointing PVC/uPVC/cPVC pipes and

specials of following class and diameter including cost of

3 conveyance from stores to site of works including cost of labour, 17400 Rmt 19

material, cement solvent, giving satisfactory hydraulic testing as per

110 mm PVC pipeline 6kg/cm2

Refilling the pipeline trenches incl. ramming, watering, consolidating

desposal of surplus stuff as directed within a radious of 3 km.

Drilling of Horizontal bore hole for water main pipeline under the

Railway / Road tracks in all strata with required length including

liong of M.S.(or as specified by Railway / Road authority) casing

pipe of suitable size and Thickness. Rate includes the cost of

5 Drilling of bore hole. Casing pipe & welding pushing etc complete 250 Rmt 2553

but excluding the cost of water main, valves and other items. Entire

work should be as per Approved Drawing and as per instruction of

Railway / Road authority for Following diameter of Bore hole. for

Horizontal drilling -300 & MS Casing Pipe -250 thick:16

Providing C.C.M.:100 for encasing pipes using trap metal size

6 mm to 50 mm incl. form work curing consolidation etc. complete for 90 Cum 4113.80

various location on pipe line.

Using trap metal 20 mm nominal size

Construction of valves chambers in brick or bela stone

masonary, locally available in C.M.1:6 Foundation concrete

mm thick in C. C. 1:4:8 of trap metal 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 RCC slab 100 mm thick (with key

7 hole in two parts, each with handles or MS Bar etc. complete as 20 No 17435

give size) Upto 1 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 CI-MH Frame

and cover (excl. cost of CI-MH Frame and cover) with 23 cm. thk.

BM wall in C.M. 1:6.

Volume-III, PRICE BID Flood / M&R of Bk 4 Ph 3B RWSS

a)Size of Chamber 1.30 m x 1.30 m and 2 mtr deep

Providing and supplying C. I. Temper proof Air valves with SS

304 Float gun metal- nozzle 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.

Without Isolating Sluice Valve PN

Lowering, laying and jointing in position following C. I. / D/F

Reflux valves, Butterfly valves, Sluice valves and Air valves

9 including cost of all labour, jointing material, including nut 35 No 379

bolts and giving satisfactory hydraulic testing, etc. complete

Air valves double ball flanged 50 mm

Erection of airvalve riser by installing new M.S. pipe of 6mm

thick and 3.2 mt. length with necessary things such as flange

10 of appropriate size, nut bolts and embeded the pipe in RCC 35 No 3112

M:15 with offset of 10 cm around pipe with necessary steel

Dia of Airvalve 50 mm & MS PIPE

Preparing structural design of RCC Under Ground/ Partially under

ground above high ground level Reservoir of required capacity as

per relevant 1.5. standards and constructing the same, including

excavation in all types of soil strate (including rock enduding

shoring strutting if required, for loose soil/ to protect from collapse,

casting 100 mm thick P.C.C. levelling course in M 15. Refiling the

pit with proper soil and disposing of the surplus stuff at all ined

Including cement plaster in CM 1.2 with approved water proofing

compound to all over inside container (ie, walls, base, top

slab/dome bottom etc all, including typas of labour and material

charges of bowering, laying, erecting/hosting a besting 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,

adequale cowl type ventilators or lantern type ventilator with

stainless steel jall RCC chambers for valves

Providing and applying three coats of cement paint/snowcem to the

out side tace of structure. It also includes satisfactory water as per

irection of engineer in tightness test as per relevant 1.5, code and

painting name of scheme and capacity on the tank as per direction

of engineer in charge

List of Indian Standards for Design of GER/SUMP The structural

design of GSR shall be in accordance with provisions relevantiS

(1) LS. 3370 part 1 & 11 2009 or its latest revision

(1.1) 18. 3370 part ill & IV 1965 or its latest revision

(2) 1.9.456-2000 or lis latest revision.

(3)15 1093-2000-1964 or Its latest revision

(4) 15 875, Part-1 to 3, 1987 or its latest revision.

General Specifications

(1) Water depth in container shall be adopted as par data

tender, Capacity shall be calculated excluding free board of

the reservoir, if water depth is not specified, the suitable

water depth/ acceptable to field angineer in accordance with

hydraulic requirement shall be adopted for capacity

2) Shape of container (in plan) specified by in data shall be

adapted in absence orouter shape shalt be adopted

(3)Size shall be fixed as per availability of space (land area)

Volume-III, PRICE BID Flood / M&R of Bk 4 Ph 3B RWSS

an sile / acceptable engineer in charge.

(4) Effect of overlapping of pressure bulbs on sot que near by

structure and proposed sump should be considered

(5) Cars shall be taken that no damage should occur to

neartly rexising structure Compensation shall be paid for the

same by agency.

(6) The minimum concrete grade for ACC shall be M-30

(7) HYSD Fe 415/500 grade reinforcing bara 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 rabar shall be provided. Any other steel

can be used with approval of CE/in situation of non

availability in market wehour extra cost.

(8)Minimum size (or thick or thickness) of various

components shall be provided as per tendem criteria /

specifications in absence as per LS/ Std. practice of

G.WS.SB. Minimum dimensions specified for various

components in tender data/specifications shall be provided

(9)The safe bearing capacity (SBC) shell be referred from S

lest report in absence of report it shall be relerred from data

sale bolond/water table is met with during excavation SBC

shall be scientificaly ascertained and design shall be rovice.

No extra shaft be paid for increase in quantity.

(10) Dl pipes and special shall only be used if type is not

specified in tender. (11) The rate shaft include cost of

dewatering during excavation making all arrangement wher is

meets within depth.

(12) The structure shall be designed property to resist uplët

due te ground water table specified in data or actual ground

water table meets with during excavation, I OWT Lipit is

mentioned in tender and during excavation I dose not meet

7.61% rate be reduced.

(13) SS pipes railing shall be provided over sump perilary

when suma height is a >=1.5 meter above ground level.

(14.a) RCC stiarcase/RCC Steps should be provided should

be provided from GL to sump top slab based on the height of

the Office above/ below the ground. (15)Appereance of

structure should be asthetically good looking acceptble to

(16)Any change in size, shape,depth below GL, height above

GL, water deapth,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 compentent 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 excecutive 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 incompelete.

Above conditions / general specification Sr. No. 1 to 20 are

Volume-III, PRICE BID Flood / M&R of Bk 4 Ph 3B RWSS

part and parcel of tender(contract) and prevail over other

provisions and tender.

1.0 Lac litre cap. U/G Sump at Goda,Ogadpura

11.1 2.0 Lac litre cap.U/G Sump at Jorvada, Samla, Nava

5.0 Lac litre cap.U/G Sump at Kotda(Deodar)

Designing(aesthetically) and constructing RCC frame structure of

12 pump room with positive suction/ Negative suction 36 Sqm 10366

Without Gantry structure (Upto 3.60 M)

Size 3.00*3.00 mtr

1. Minimum 15 % opening for ventilation should be provided.

2. Pump room rolling shutter, door and windows of aluminium

section and window grill of iron should be provided (Included in

3. Plinth level of Pump house should be min.1 meter above GL.

4.Cost does not include foundation for pumping machinery.

Excavation for foundation up to 1.50 m Depth including Sorting out

and Stacking of useful materials and disposing of the excavated 618 Cmt 122.94

stuff up to 50 meter lead.

(a) Loose or soft soil

Providing and laying cement concrete 1:3:6 (1cement : 3coarse

sand : 6 hand broken stone 60.81 Cmt 2978.97

aggregates 40 mm. nominal size) and curing complete excluding

cost of from work in :(a) Foundation and plinth

Providing laying controlled cement concrete M-200 and curing

complete excluding the cost of form work and reinforcement for

15 reinforced concrete

work in : (a) Foundations, footings Base of columns and mass 71.83 Cmt 3943.32

Providing and laying controlled cement concrete M-200 exposed

work with curing etc. complete

including the cost of form work but excluding the cost of

16 reinforcement for R.C.C. work in : 14.79 Cmt 10762.65

(a) BEAMS : Having cross sectional area 0.05 to 0.08 Sq.Mt.

(b) BEAMS : Having cross sectional area more than 0.08 Sq.M. and 44.37 Cmt 9485.95

16.2 (c) COLUMNS :Having cross sectional area 0.05 to 0.08 Sq.Mt.

Brick work using common biurnt clay building brick having crushing

17 strength not less than 35 Kg/ Sq.cm.in foundation and pilnth in 69.02 Cmt 4214.33

cement mortar 1:6(1Cement:6findSand)( Conventonal)

Filling availbale excavated earth (Excluding rock) in trenches 420.39 Cmt

18 Plinth, sides of foundation etc.in layers not exceeding 20 cm in

depth Conolidating each deposited layers by ramming and watering

Brick work using common burnt clay building brick having crushing

strenght not less than 35 kg/sq.cm.in foundation and plinth in 215.44 Cmt 4258.04

cement mortar 1:6 fine sand) (Extra for brick in super structure

above plinth level up to floor two level) Conventional

Providing TMT bar FE 415 reinforcement for RCC work 15526.62 Kg 68.33

20 including,bending.binding and placing in position complete up to

floor two level.

Volume-III, PRICE BID Flood / M&R of Bk 4 Ph 3B RWSS

Providing 15 mm thick cement plaster in single coat on Rough side

of single or half brick walls / concrete wall for interior plastering up 2465 Smt 183.73

to floor two level finished even and smooth in

(i) Cement mortar 1:3

Finishing wall with water proofing cement paint of approved brand

and manufacture and of required shade on wall surface (two coats) 2465 Smt 65.32

to give an even shade after thoroughly brushing the surface to

remove all dirt, and remains of loose powdered materials.

Steel work, welded in built up sections framed work including

cutting,hoisting,fixing in position and applyinga priming coat of red 1473.19 Kg 91.08

lead paint. (A)In beams and joists, channels angles Tees, flats, with

connecting plates or angle cleats as inmain and cross beams. Hip

and jackrafters,purlins conneted to common rafters and the like.

Angle Size - 50 x 50 x 6 mm

Providing and fixing concertina coil fencing with punched

apeconcertina coil 600 mm dia10 metre open ablelength (Total

length90m), having 50 nos rounds per 6 metre length,upto 3m

heigh tofwall with existing angleiron‘Y’shaped placed 2.4 m or 3.00 493 Rmt 379.56

m apart and with 14 horizontal R.B.T. reinforcedbarbedwire, stud

tiedwith G.I. staples andG.I. clips to retain horizontal, including

nessary bolts or G.I.barbed wire tiedtoangle iron,all complete as per

direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.)

/ Spring core (2.5mm thick)wire of high tensile strength of

165kg/sq.mm with tape(0.52mmthick) and weight

43.478gm/metre(cost of M.S. angle, C.C. blocks shall be paid

Demolition of Brick work and Stone masonary including stacking of 115 Cmt 562.89

25 serviceable materials and disposal of unserviceable material with all

lead and lift in cement mortar

I/We am/are willing to carry out the work at ____________________ % (Shoud be written in

figures and words) Above/Below the estimated rate mentioned above amount of my/our tender

work out as under.

Estimated Cost Put to Tender Estimate Cost Put to Tender

Above:- Below:-

Add Rs.:- Deduct Rs.:-

Net Rs.:- Net Rs.:-

In Word Rs.:- In Word Rs.:-

Volume-III, PRICE BID Flood / M&R of Bk 4 Ph 3B RWSS

Signature of contractor Executive Engineer

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

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

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

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

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.

Signature of contractor Executive Engineer

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

Volume-III, PRICE BID Flood / M&R of Bk 4 Ph 3B RWSS

BREAK UP FOR INTERIM PAYMENTS

(CIVIL, MECHANICAL & ELECTRICALWORKS)

Item Description of Items Percentage Payment to

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

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

c. Non-Destructive test and Destructive test of

5 % of Quoted rate

field joints etc. (RT/UT/PIUT)

d. On hydraulic testing and refilling and disposal

5 % of Quoted rate

e. After commissioning 5 % of Quoted rate

1B PIPELINE-GI Pipe

a. On receipt of materials at project site 70 % of Quoted rate

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

c. On hydraulic testing and refilling and disposal

5 % of Quoted rate

d. 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 PUMPING STATION / STAFF QUARTERS / PANEL

a. On approval of Designs 2.0 % of Quoted rate

b. On completion of Excavation & base slab 18.0 % of Quoted rate

c. On completion of vertical wall up to plinth (incl.

20.0 % of Quoted rate

Screen chamber)

d. Full supporting structure incl. ring beam and top

15.0 % of Quoted rate

e. On completion of pump house incl. fixing doors

10.0 % of Quoted rate

f. Plastering inside & outside with epoxy paint etc

10.0 % of Quoted rate

(completed with all respects)

g. Painting of letters, MS ladder pipe, railing and

all miscellaneous items such as snowcem paints 15 % of Quoted rate

in three coats etc. (completed with all respects)

h. After Completion 10 % of Quoted rate

4 Clear Water Sump

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 15 % of Quoted rate

Volume-III, PRICE BID Flood / M&R of Bk 4 Ph 3B RWSS

and completion of top slab / dome

e. Plastering inside & outside with epoxy etc.

10 % of Quoted rate

f. Procurement and fixing of inlet, outlet,

washout, overflow pipes, valves, specials,

10 % of Quoted rate

chambers, lighting arrester conductor and

specials at site

g. Water level indictor, painting of letters, M.S

ladder, pipes, railing and all miscellaneous items

such as snowcem paint in three coats etc 15 % of Quoted rate

(Completed with all respect) including water

h. On hydraulic testing 10 % of Quoted rate

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 container 22.5% of Quoted rate

e On Completion of Floor container 22.5% of Quoted rate

f On Completion of walls of container 22.5% of Quoted rate

g On Completion of Roof of container with all

related piping and other works including hydro 20.0% of Quoted rate

6 All Electro-mechanical works and

Instrumentation

1 On supply of material at work site in good 65% of Quoted rate

2 On erection of Equipment 20% of Quoted rate

3 After Sucessesful Testing & Commissioning of 10% of Quoted rate

Equipment(On Completion of Stipulated Trial

7 Valve chambers

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

b. After commission of system 5% of Quoted rate

8 Operation and Maintenance

Every month in equal instalment based on For monthly Payment 1/12 th

8.1 Estimated prices of O & M will be paid as per the of annual O & M price for the

Volume-III, PRICE BID Flood / M&R of Bk 4 Ph 3B RWSS

as Per Terms and Condition

of the the tender.

For quarterly payment ¼ th

of annual O&M prices for the

per terms and Condition of

9 Miscellaneous work

a. All other items such as encasing, columns 80% of quoted rate on

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

b. On commissioning of the system 20% of quoted rate

Signature of contractor Executive Engineer

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