Work of R.C.C Under Ground Clear Water Sump, Pump Room, Connecting Pipeline Network at Juna Derala Village

Name of work: - “Work of R.C.C Under Ground Clear Water Sump, Pump

Room, Connecting Pipeline Network at Juna Derala Village"

Taluka: Maliya District: Morbi.

Estimated Cost: - Rs.

Gujarat Water Supply & Sewerage Board

Zone –3, Rajkot.

Volume III: Price Bid RCC Under Gr. Cl. Water Sump at Juna Derala

VOLUME – III – PRICE BID

2.0 BID FORM (WITH PRICE)

SUMMARY OF - Grand Summary of Schedules (Covering

Schedule – A Nil

Schedule - B Breakup of Cost for Construction Phase &

Operation and Maintenance.

Schedule B- “Work of R.C.C Under

Ground Clear Water Sump, Pump Room,

Connecting Pipeline Network at Juna

Derala Village"

Ta.: Maliya, Dist.: Morbi

Schedule of Payment for Works

Volume III: Price Bid RCC Under Gr. Cl. Water Sump at Juna Derala

Name of work :- Work of R.C.C Under Ground Clear Water Sump, Pump Room,

Connecting Pipeline Network at Juna Derala Village.

Taluka:Maliya, District: Morbi.

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 ( Schedule B1, Schedule B2...., Schedule C), rates and prices

received in any other formats will be rejected and the Bids will be disqualified.

a. The Schedule-B shall constitutes the price summary

b. The Schedule-B1, Schedule-B2,.... & Schedule-C etc shall constitute the price breakup

for Civil, Mechanical, Electrical, O&M works.

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.

B only will be considered for price evaluation & shall form a part of the Contract Agreement.

8. 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

seperately 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.

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 arrive at

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 RCC Under Gr. Cl. Water Sump at Juna Derala

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.

during 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. The

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

13. Schedule ‘D gives the basis of interim payment for construction of civil 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.

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 GWSSB.

shall include all the equipments / materials / accessories and services required as per the

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 exclusive 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 GWSSB.

26. The rates should be quoted exclusive of GST and all other taxes as per Volume-II(A),

Volume III: Price Bid RCC Under Gr. Cl. Water Sump at Juna Derala

General Conditions of Contract, Clause No.

27. The Ministry of Finance and Company Affairs, Department of Revenue, Government of

India has issued a notification No. 6/2007-Central Excise Circular No. 6/2007, dated 1th

March 2007 regarding the Central Excise Duty Exemption. By this notification, the

notification 659/50/2002 dated 6th September, 2002 has been amended and the earlier

notification 26/2009 dated 4th December, 2009 has been amended and the Items of

materials, instruments, apparatus and appliance, ancillary equipments and their

components/parts, etc. for setting up of Water Treatment Plants and the Pipes needed for

delivery of water from its source to the Plant and from there to the Storage facility (as

mentioned in notification No.6/2007) are exempted from Central Excise Duty subject to the

Certification by the Collector/ District Magistrate/ Deputy Commissioner of the District,

regarding its use on such Projects. Necessary Project Authority Certificate shall be made

available to the Contractor, as per the prevailing rules, to facilitate him to avail the benefit in

terms of Exemption of Central Excise. ( Circulars attached herewith )

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

rebate available to them as per the above Circulars of Government of India. The liability of

the Department is limited to issuing the Project Authority Certificate to the Contractor and

the Department does not take any responsibility whether the Agency gets the Excise

Exemption or not. The Complete responsibility rests with the Contractor/Agency only.

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

during the entire period of performance of the contract except price variation allowed for

supply of MS/DI/PVC/HDPE pipe as per Volume-II(A), 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 furnished 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 of the agency.

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 purpose.

35. The claim of contractor regarding GST shall have to be backed by documentary evidence

Volume III: Price Bid RCC Under Gr. Cl. Water Sump at Juna Derala

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.

Signature of Contractor Deputy Executive Engineer Executive Engineer

P.H.S. Sub Division No.2 P.H.W. Division

Volume III: Price Bid RCC Under Gr. Cl. Water Sump at Juna Derala

2. BID FORM (WITH PRICE)

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

SUB : Name of work- “Work of R.C.C Under Ground Clear Water Sump,

Pump Room, Connecting Pipeline Network at Juna Derala Village"

Taluka:Maliya District: Morbi.

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

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, maintain and Run the whole of the said works for 03 (Three) Months 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, Preamble to

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

___) 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.

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

the Contract with in ......... 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

bid 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 thereto annexed but until such agreement

is prepared this Bid together with your written acceptance thereof shall constitute a binding

Contract between us.

Volume III: Price Bid RCC Under Gr. Cl. Water Sump at Juna Derala

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 receive.

(Name of the person)

(In the capacity of)

Duly authorized to sign Bid for and on behalf of

(Fill in block capitals)

Volume III: Price Bid RCC Under Gr. Cl. Water Sump at Juna Derala

Gujarat Water Supply & Sewerage Board

Rejuvenation work

Ta.:-Maliya Dist.:- Morbi

Work of R.C.C Under Ground Clear Water Sump, Pump Room, Connecting

Pipeline Network at Juna Derala Village

Schedule showing approximate Quantities of materials to be supplied by the department for the

work to be carried out in this contract and rates which they are to be charged.

Sr. Particulars Qty in Rate of Per Place of

No. Meter Materials Delivery

1) The contractor submitting the tender should see that the rates in Schedule-A are filled in by the

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

2) Materials to be supplied to the Contractor for work are mentioned in Schedule-A.

3) Other pipes jointing material such as twisted hemp yarn bolts, nuts and washer and various size

rubber packing Zink white etc. shall be supplied by the contract or at his own cost. This shall be of

the best quality & get previouslly approve by the Engineer-in-Charge.

4) Any additional pipes special not mentioned in Schedule-A but found necessary at time of

execution shall be provided to the contractor at free of cost for labour work.

5) Contractor shall provide his own arrangement at his own cost for loading, unloading &

transporting safety to the site of work for the materials mentioned in Schedule-A.

6) Any materials required for other than labour items mentioned above and materials is not

included in Schedule-A. If such materials available with the departement will be issue in request

from the contractor (for use of works under this contract) only at prevailing market rate or at the

depart. Issue rates which is higher plus departement charged liable under the rule in force.

7) Clause No.12.A of B form shall be applicable in case of materials mentioned above issued free to

cost of the contractor for use in the work. The issue rates for free of cost materials are as under and

in case of non return of surplus materials the recovery shall be made doubled of the issue rate.

8) The material issued by deparetment for this work and remaining unused material shall be

Volume III: Price Bid RCC Under Gr. Cl. Water Sump at Juna Derala

returned to the department in good and acceptable condition by the contractor. Any such unused

materials not returned by the contractor will be recovered at the double rate than the GWSSB SOR

rate (with exise duty) of year 2014-15.

9) Contractor shall have to buy and bring ordinary Portland cement as per IS-812-1989 and is

12269-1987 or its latest revision with IS mark and steel from open market and produce the bill of

purchase alongwith necessasry test certificate at the time of claiming the bill.

Signature of Contractor Deputy Executive Engineer

P.H.S. Sub Division No.2

Volume III: Price Bid RCC Under Gr. Cl. Water Sump at Juna Derala

GUJARAT WATER SUPPLY & SEWERAGE BOARD

Rejuvenation work

Memorendum showing the item of work to be Carried Out By The Contractor For The Work of

R.C.C Under Ground Clear Water Sump, Pump Room, Connecting Pipeline Network at Juna

TALUKA: - Maliya DIST.:- MORBI

Qty Unit Item Rate Per Amount

Item No-1 RCC GSR (description of item for turnkey

Preparing structural design of RCC Under Ground /

Partially under ground / above high ground level

Reservoir of required capacity as per relevant

I.S.standard 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,topslab/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 valves.

Providing and applying three coats of cement

paint/snowcem to the outside 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 charge.

List of Indian Standards for Design of GSR / SUMP:-

The structural design of GSR shall be in accordance with

provisions relevant I.S standards

(1) I.S. 3370 part I & II 2009 or Its latest revision

(1.1) I.S. 3370 part III & IV 1965 or Its latest revision

(2) I.S. 456 – 2000 or Its latest revision.

(3) I.S. 1893 – 2000 – 1984 or Its latest revision.

(4) I.S. 875, Part – 1 to 3, 1987 or Its latest revision.

General Specifications:-

Volume III: Price Bid RCC Under Gr. Cl. Water Sump at Juna Derala

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

of tender. Capacity shall be calculated excluding free

board of the reservoir. If water depth is not specified, the

suitable water depth / acceptable to field engineer in

accordance with hydraulic

(2) Shape of container (in plan) specified 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

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

nearby existing structure. Compensation shallbe paid for

the same by agency.

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

(7) HYSD Fe 415 / 500 grade reinforcing bars

confirming to I.S. 1786 / 1139 shall be considered in

design. CRS / TMT bars shallbe provided. In saline

atmosphere corrosion resistance stainless steel/ HCR

rebar shallbe provided. Anyother steelcan 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

perI.S./Std.practiceofG.W.S.S.B.Minimumdimensions

specifiedfor variouscomponents intender data/

specificationsshall be provided without fail.

(9) The safe bearing capacity (SBC) shallbe referred

from SBC test report. In absence of report it shallbe

referred from data sheet.If poor soilis found/watertable 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 shallbe designed properly to resist

uplift due to ground water table specified in data or

actual ground water

tablemeetswithduringexcavation.IfGWT/Upliftismentione

dintenderandduringexcavationitdosenotmeet7.5%ratesha

(13) SS pipes railing shall be provided over sump

perifery when sump height is ≥ 1.5 meter above ground

(14.a)RCCstaircase/RCCStepsshouldbeprovidedfromGLt

osumptopslabbasedontheheightoftheGSRabove/belowth

Volume III: Price Bid RCC Under Gr. Cl. Water Sump at Juna Derala

(14.b) RCC Staircase with SS railing to be provided

inside reservoir container. BB Masonry stair cabin with

MS safety door having locking arrangement to be

provided for GSR sump and HGLR of capacity more than

7.5 lakhs litre with top slab if dome ie constructed as top

slab than provide minimum opening of 900 mm x2000

mmwith cutting and SS railling arround.

(15) Appearance of structure should be aesthetically

good looking acceptable to authority.

(16) Any change in size, shape, depth belowGL, 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 insize 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 shallbe designed and provided.

(19)Agency shall engage qualified (atleastgraduate)

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 in complete. Above conditions/general

specifications Sr.No.1to20 are part and parcel of

tender(contact) and prevail over other provisions in

As above without water table (Sub soil water level below

Clear Water Sump at Juna Derala Village

1.00 Nos Lits capacity - 100000 380598.13 Nos

Item No-2 Pump House - Designing (aesthetically) and

constructing R.C.C frame structure of pump room with

Negative suction

At Juna Derala Village

4.00 SqM. Without Gantry structure (Min.Height 3.60 M) 10365.68 SqM.

1. Minimum 15 % opening for ventilation should

2. Pump room rolling shutter, door and windows

of aluminium section and window grill of iron

should be provided (Included in Cost).

3. Plinth level of Pump house should be min.1

meter above GL.

4.Cost does not include foundation for pumping

Volume III: Price Bid RCC Under Gr. Cl. Water Sump at Juna Derala

1.00 Nos. HMSM pump (360 LPM X 24M head X5 HP) 18263.00 Nos.

1.00 Nos. DOL panel 5 HP 7946.00 Nos.

40.00 Rmt. FLAT PVC COPPER CABLE(1 x 3 x 2.5 sq.mm CABLE) 70.00 Rmt.

40.00 Rmt. 63 mm dia H.D.P.E.Pipe PN-10, PE-80 165.00 Rmt.

Item No.7:- 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

3. Rate for PVC Resin as Rs. 1400000/MT (inclusive of

GST @ 18.00%, freight & Sales Tax)

(A) PVC pipe of test pressure of 6kg/cm^2

100.00 RMt. 110 mm Dia 199.00 RMt.

Item No 8 :- Providing and supplying at store or site of

work incl. freigtht, loading,unloading stacking insurance

and all taxes etc complete. PVC Fittings

1.00 L.S 0.5% of estimated cost of pipe 995.00 L.S

Item No.9:- Providing and supplying ISI mark CI D/F

Sluice Valves as per IS:14846 (Latest Edition) of

following class and diameter including all taxes,

insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc. complete.

Sluice valves with ISI mark only

PN-1.0 With hand wheel /cap operated (PD type short

2.00 No 100 mm Dia 3563.00 No

Item No.10:- 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.

Up to 0.0 Mt. 1.50 Mt. Depth

28.00 CuM A.In all sorts of soil and soft murrum 89.00 CuM

Volume III: Price Bid RCC Under Gr. Cl. Water Sump at Juna Derala

21.00 CuM B. In Hard murrum, boulders,inlc Macadam Road 135.00 CuM

C. in soft Rock and / or masonary in C.M. or L.M.or

14.00 CuM Lime Concrete. 163.00 CuM

D. in Hard Rock and / or in C.C.1:2:4 or R.C.C.With

7.00 CuM blasting and Chiseling or by Chiseling only 372.00 CuM

Item No.5:- Providing bedding incl. ramming, watering,

9.00 CuM levelling, consolidating etc. Complete as per standard 60.00 CuM

and instruction of engineer incharge

As Above with Selected excavated earth avilable near

Item No.11:- Lowering, laying, fixing and jointing

PVC/uPVC/ 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

(A) PVC Pipe of test pressure of 6 kg/cm^2

100.00 RMt. 110 mm Dia 19.00 RMt.

Item No.12:- 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.

Sluice valves with ISI mark only

PN-1.0 With hand wheel /cap operated (PD type short

2.00 No 100 mm Dia 439.00 No

Item No.13:- Construction of valves chambers in brick or

bela stone masonry, locally available in C. M. 1:6.

Foundation concrete 150 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 hole in two parts, each with handles or MS Bar

etc. complete as given 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

mm thick brick masonry wall in C.M.1:6

With precast slab in two parts 15 mm

2.00 No. Size of 0.90 m x 0.90 m and 1.0 m deep 7738.00 No.

Item No.14:- Refilling the pipeline trenches incl.

ramming, watering, consolidating desposal of surplus

60.00 CuM 22.00 CuM

stuff as directed within a radius of 3 km. Refilling as

Volume III: Price Bid RCC Under Gr. Cl. Water Sump at Juna Derala

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

figure & words) above/below the estimated rates mentioned above/below amount of my/our tender worked out as

Estimated Amount put to tender Estimated Amount put to tender.

Rs. Add. % Rs. Deduct %

Above Rs. Below Rs.

Total Rs. Total Rs.

(In words Rupees (In words Rupees

Signature of Contractor Deputy Executive Engineer

P.H.S. Sub Division No.

Volume III: Price Bid RCC Under Gr. Cl. Water Sump at Juna Derala

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

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

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 Deputy Executive Engineer

P.H.S. Sub Division No.