PROVIDING,LOWERING,LAYING & JOINTING 110 MM 6 KG/CM2 PVC PIPELINE BTWN OLD SUMP & NEW PROPOSED 1 LAKH LITRE CAPACITY RCC U/G SUMP AT CHITALIYA VILLAGE UNDER REJUVENATION PROGRAM TA.JASDAN, DIST.RAJKOT

Name of work: - “PROVIDING,LOWERING,LAYING & JOINTING 110 MM 6 KG/CM2

PVC PIPELINE BTWN OLD SUMP & NEW PROPOSED 1 LAKH LITRE CAPACITY RCC

U/G SUMP AT CHITALIYA VILLAGE UNDER REJUVENATION PROGRAM TA.JASDAN,

Taluka: Jasdan District: Rajkot.

Estimated Cost: - Rs.8,68,795.61/-

Gujarat Water Supply & Sewerage Board

Zone –3, Rajkot.

Volume III: Price Bid

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.

PROVIDING,LOWERING,LAYING &

JOINTING 110 MM 6 KG/CM2 PVC

PIPELINE BTWN OLD SUMP & NEW

PROPOSED 1 LAKH LITRE CAPACITY

RCC U/G SUMP AT CHITALIYA VILLAGE

UNDER REJUVENATION PROGRAM

TA.JASDAN, DIST.RAJKOT.”

Ta.: Rajkot Dist.: Rajkot

Schedule of Payment for Works

Volume III: Price Bid

Name of work :- PROVIDING,LOWERING,LAYING & JOINTING 110 MM 6 KG/CM2

PVC PIPELINE BTWN OLD SUMP & NEW PROPOSED 1 LAKH LITRE CAPACITY RCC

U/G SUMP AT CHITALIYA VILLAGE UNDER REJUVENATION PROGRAM TA.JASDAN,

Taluka: Jasdan District: Rajkot.

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

Volume III: Price Bid

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.

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.

Volume III: Price Bid

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),

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

Volume III: Price Bid

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

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 P.H.W. Division

Volume III: Price Bid

2. BID FORM (WITH PRICE)

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

SUB : Name of work- PROVIDING,LOWERING,LAYING & JOINTING 110 MM

KG/CM2 PVC PIPELINE BTWN OLD SUMP & NEW PROPOSED 1 LAKH LITRE

CAPACITY RCC U/G SUMP AT CHITALIYA VILLAGE UNDER REJUVENATION

PROGRAM TA.JASDAN, DIST.RAJKOT Taluka: Rajkot

District: Jasdan

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 06 (Six) 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 Price

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

Volume III: Price Bid

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 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

ATKOT VILLAGE WATER SUPPLY SCHEME

TAL. : JASDAN DIST. : RAJKOT

Schedule showing the items to be supplied by the Department for the work of “

PROVIDING,LOWERING,LAYING & JOINTING 110 MM 6 KG/CM2 PVC PIPELINE BTWN

OLD SUMP & NEW PROPOSED 1 LAKH LITRE CAPACITY RCC U/G SUMP AT

CHITALIYA VILLAGE UNDER REJUVENATION PROGRAM TA.JASDAN, DIST.RAJKOT .”

Approximate Place of

Sr.No. Particulars Unit Rate / Unit

Quantity delivery

1) Contractor shall have to buy and bring ordinary portland cement as per IS 8112-1989 & IS

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

along with necessary test certificate at the time of claiming running account bills. The cement shall

be tested in the Departmental laboratory at the cost of the contractor whenever instructed by

Engineer-in-charge. No extra cost should be claimed by the contractor for the same.

2) All materials except shown in Schedule-A and required for the work shall be provided by the

3) The contractor shall arrange lifting and carting of materials from departmental store to site of

work which includes loading, unloading and proper stacking of materials.

4) The contractor has to provide safe store before taking delivery of materials.

5) The materials not shown in Schedule-A will be issued at issue rate or market rate which is on

higher side if the same is available with the departmental and if found in the interest of the work.

6) Any material remaining un-used at the time of completion of work or termination of contract

shall be returned to departmental store in perfectly good condition at contractor's cost. When

materials are supplied free of cost for use in work and surplus and unaccounted balance thereof are

not returned to the department, recovery in respect of such balances will be effected at double the

applicable issue rate of the material or the market rate whichever is higher.

Signature of Contractor Deputy Executive Engineer

P.H.S. Sub Division

Volume III: Price Bid

GUJARAT WATER SUPPLY & SEWERAGE BOARD

NAME OF WORK :- PROVIDING,LOWERING,LAYING & JOINTING 110 MM 6 KG/CM2 PVC PIPELINE

BTWN OLD SUMP & NEW PROPOSED 1 LAKH LITRE CAPACITY RCC U/G SUMP & DESIGN &

CONSTRUCTION OF RCC U/G SUMP 1 LAKH LITER CAPACITY AT CHITALIYA VILLAGE UNDER

REJUVENATION PROGRAM TA.JASDAN, DIST.RAJKOT

TAL : JASDAN DIST : RAJKOT

RECAPITULATION SHEET SCH-B

o. Name Of Component Cost Of Component

1 1.0 lakh Capacity Sump

Connection btwn Old & New proposed 1 Lakh Litre capacity RCC

Grand Total Net Rs.

Grand Total Net Rs.

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. Amount of my/our tender

worked out as under :-

Rs. Add.% Rs. Deduct%

Above Rs. Below Rs. __________________

Total Rs. Total Rs. ___________________

(In words Rupees (In words Rupees ____________

EXECUTIVE ENGINEER

Volume III: Price Bid

GUJARAT WATER SUPPLY & SEWARAGE BOARD

Rejuvenation Programme

NAME OF WORK :- DESIGN & CONSTRUCTION OF RCC U/G SUMP 1 LAKH LITER CAPACITY AT

CHITALIYA VILLAGE UNDER REJUVENATION PROGRAMME.TA.JASDAN, DIST.RAJKOT

Q U Items Rate Per Amount Rs.

Item No 1:- Preparing structural design of RCC Under

Ground/Partially underground/above high ground level

Reservoir of required capacity as per relevant I.S.S.

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 due to nearby traffic load, casting 100 mm

thick P.C.C. leveling course in M-15, Refilling the pit

with proper soil and disposing of the surplus stuff

within a lead of 50 meters. Including cement plaster in

CM 1:2 with approved water proofing compound to

inside water touching surface to container. Including

all types of labor 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 like MS / GI Ladder,

CI Manhole frame and cover, water level indicator,

adequate cowl type ventilators or lantern type

ventilator with stainless steel jail.

B.B. Masonry chambers for valves. 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 charge.

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

The structural design of GSR shall be in accordance

with provisions relevant I.Ss.

(1) I.S. 3370 patr I & II 2009 or latest revised

(1.1) I.S. 3370 patr III & IV 1965 or latest revised

(2) I.S. 456-2000 or latest revised

(3) I.S. 1893-2000 -1984 or latest revised

(4) I.S. 875 Part-1 to 3.1987 or latest revised

General Specifications:-

Volume III: Price Bid

(1) Water depth in container shall be adopted as

per data of tender. If water depth is not specified the

suitable water depth / acceptable to field engineer in

accordance with hydraulic requirement shall be

adopted for capacity.

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

shall be adopted in absence circular shape shall be

(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

shall be paid for the same by agency.

(6) The minimum concrete grade for RCC shall be

(7) HYSD Fe 415 / 500 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. Minimum dimensions specified for various

components in tender data / specifications shall be

provided without fail.

(9) The safe bearing capacity (SBC) shall be

referred from SBC test report. In absence of report it

shall be referred 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) CI 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. No extra shall be paid. 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 when sump is

more than 1.5 meter above ground level.

Volume III: Price Bid

(14 a.) RCC Starircase/RCC steps shoud be provided

fro GL to sump top sla based on the height of the GSR

above/below the ground.

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

inside reservoir container, BB Masnory stair cabine

with MS sfety door having locking arrangement to be

provided for GSR sump and HGLR of capacity more

than 7.5 lakhs liter with top slab. if dome is

constructed as top slab then provide minimum

poening of 900 mmX 2000 mm with curbing and SS

rainling around.

(15) Appearance of structure should be aesthetically

good looking acceptable to authority.

(16) Any charge 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 charge 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 liters

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

As above without water table (Sub soil water level

below foundation)

1 N 1.0 lakh Liter Capacity Sump @ Chitaliya Village 380598. Rs.

Deputy executive engineer

P.H.S.Sub.Dn.JASDAN

Volume III: Price Bid

NAME OF WORK :- PROVIDING,LOWERING,LAYING & JOINTING 110 MM 6 KG/CM2 PVC

PIPELINE BTWN OLD SUMP & NEW PROPOSED 1 LAKH LITRE CAPACITY RCC U/G SUMP AT

CHITALIYA VILLAGE UNDER REJUVENATION PROGRAM TA.JASDAN, DIST.RAJKOT

TAL : JASDAN DIST : RAJKOT

Qty. Unit Item Rate Per Amount

Providing and supplying in standard length ISI mark rigid

unplasticised PVC pipes suitable for potable water with solvent

cement joints including cost of couplers, 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 i.e. solvent cement, etc.

0 Mts. 110 mm pvc 6kg/cm2 199.00 Mts.

Excavation for pipe line trenches incl. all safety provisions

using site rails and stacking excavated stuff up to a lead of

mts. cleaning the site etc. complete for lifts and strata as

specified. Up to 1.5 mt depth

275.40 cum (a) In all sort of soils and soft murrum 89.00 cum

275.40 cum (b) In hard murrum 135.00 cum

367.20 cum (c) In soft rock 163.00 cum

Lowring, laying and jointing PVC pipes and specials of

following class and diameter including cost of conveyance

from stores to site of works including cost of labour, material,

except cement solvent, giving satisfactory hydraulic testing as

110 mm pvc 6kg/cm2

Providing and supplying ISI mark CI D/F Sluice Valves

Butterfly Valves & Reflux Valves as per IS:14848 (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.

1.00 Nos. 100 mm Dia Sluice Valve 3563.00 Nos.

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.

100 mm Dia Sluice Valve

Volume III: Price Bid

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.

50 mm Dia Air Valve Double acting Single acting (s1 type)

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.

50 mm air Valve Double acting Single acting (s1 type)

Erection of air valve riser by installing new MS pipe of 6 mm

thck and 3.2 m length with neccesary fittin such as flange of

appropriate size nut bolt & embeded the pipe in RCC M15 with

offset of 10 cm around pipe with necessary steel etc extra

Dia of 50 mm Air valve & ms pipe

Refilling the pipeline trenches incl. ramming, watering,

consolidating desposal of surplus stuff as directed within a

radius of 3 km.

903.47 cum 22.00 cum

DEPUTY EXECUTIVE ENGINEER

P.H.S. SUB DIVISION JASDAN

Volume III: Price Bid

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.

Volume III: Price Bid

Schedule Of Payment For Pipeline work

1 On receipt of materials at project site 65 %

2 Lowering, laying and jointing 20 %

3 On Hydraulic testing 5%

4 On refilling and disposal of stuff 5%

5 After commissioning 5%

BREAK UP FOR INTERIM PAYMENTS

(CIVIL, MECHANICAL, INSTRUMENTATION & ELECTRICALWORKS)

Item Description of Items Percentage Payment to be

1 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

Volume III: Price Bid

Item Description of Items Percentage Payment to be

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

Full supporting structure including column, ring beam

d) 15 % of Quoted rate

and completion of top slab / dome

e) Plastering inside & outside with epoxy etc. complete 15 % of Quoted rate

Procurement and fixing of inlet, outlet, washout,

f) overflow pipes, valves, specials, chambers, lighting 10 % of Quoted rate

arrester conductor and specials at site

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

pipes, railing and all miscellaneous items such as

g) 10 % of Quoted rate

snowsam paint in three coats etc (Completed with all

respect) including water tightness test

h) On hydraulic testing 10 % of Quoted rate

DATA SHEET for RCC U/G SUMP

Data sheet showing the details of items to be carried out for the work of

constructing RCC U/G Sump.

Items Descriptions

1 Soil barring capacity Design shall be prepared considering minimum soil baring

test capacity of 10 T/M2

2 Structural designer. Contractor has to prepare design through board’s approved

structural designer.

Contractor’s own Work to be carried out on contractor’s own design

4 Approval of Design Design shall be got approved through another board’s approved

structural designer

5 Water Table Water table to considered is @ 5.0 mt below GL Or Concluded

During SBC Test.

Volume III: Price Bid

Items Descriptions

6 Excavation Excavation for foundation in all strata incl. Shoring, strutting

and dewatering as necessary and disposing the excavated stuff

up to lead of 50m for depth 0.0m to 1.50m

7 Cement Concrete Providing and casting in situ cement concrete in grade m-10

M-15 (approx. corresp. to prop. 1:3:6) using granite quartzite trap

metal of size 12 mm to 25 mm inc. consolidation curing etc.

complete. with formwork

8 RCC Work Providing & cast in situ C.C.in grade M-30 using granite,

quartzite trap metal of size 12 mm to 20 mm & or 6mm to

mm incl. Scaffolding, centering, formwork, needle vibrated

consolidation, curing & hydraulic testing etc complete. (excl.

cost of reinforcement ) up to 6.0 mts. height from AV. GL. all

structure with water proofing compound for (A) For flat bottom

slab, (B) Vertical side wall, (C) Ring beam &(D) Top dome etc.

9 Reinforcement Supplying, cutting, bending, binding and placing in position

steel as per plan and design and as per ISS 2502 incl. Cost of

steel and binding wire including lift up to 6.0 mts. Height or

depth below GL for all diameter TMT deformed bards/cold

deformed bars confirming to ISS fe – 415 grade confirming to IS

10 Cement plaster using Cement plaster 20 mm thick in C.M.1:2 using water proofing

water proofing compound of approved quality incl. Finishing etc. comp. For

compound bottom slab & vertical wall (Inside Cistern/sump)

11 Sand faced type 20 mm thick sand faced type cement plaster on walls up to

cement plaster meters above ground level consisting of Cement Mortar 1:3 (1-

Cement : 3-Sand) etc. complete. (Out side cistern/sump over all

exposed surface)

12 C.I. Pipe/MS pipe Providing, supplying, lowering, laying & jointing ISI mark

C.I. pipes with all necessary accessories of 150 mm dia. 3.0 mtr

in length for inlet & 200 mm dia 3.0 mtr in length for out let

(Pumping main) Including all taxes, insurance transportation,

freight charges, octroi, inspection Charges, loading, unloading,

conveyance, stacking etc complete. (IS - 1239 / 1990).

13 Providing And fixing CI Providing CI cowl type ventilator with air filter and jali etc comp.

cowl type ventilator including Fixing C.I cowl type ventilator in C.C.1:2:4 with bolts &

nuts etc comp. Including cost of jointing materials, as per

requirement & design.(100 mm dia)

14 Supplying and Fixing Supplying at store or site of work miscellaneous water work

M.H. Frame & cover hardware incl. freight insurance and taxes complete including

Fixing all type of M.S. frame and cover in C.C. 1:2:4 incl. Carting

etc complete. M.S Ladder And M.S. Manhole Frame & Cover,

nearby 45 kg/No. Weight, with locking arrangement.

Volume III: Price Bid

Items Descriptions

15 Applying approved Applying any approve quality of cement paint (Weather Coat) in

quality of cement paint three coats including cleaning washing etc. complete. Color

sheds and pattern shall be done as per instruction of Engineer-

16 Letter painting  "“RCC U/G SUMP 2.0 LAKH LITER CAPACITY

KHARACHIYA(JAM) Village UNDER REJUVENATION

PROGRAMME.(2025-26)" size 40 mm wide & 20 cms Height in

synthetic enamel oil paint with background and border.

17 Expansion joint  Providing and fixing water tight construction or expansion

joints made of G.I. plain sheet of 16 to 18 gauge 30 cm wide.

18 Other details  The works are to be carried out as per Item of work in

Schedule-B, and as per Approved structural drawing and design

provided by department & as per instruction of Engineer-in-

 In case of any ambiguity in the works like dimensions,

material quality, quantity, proportion or any other uncertainty,

the matter is brought to the notice of Executive Engineer and

the decision give by Executive Engineer will be final and binding

to the contractor.

 Necessary Concrete Mix Design for Concrete mix M-30 at

“GERI” or Reputed Material Testing Laboratory shall have to be

carried out by contractor at his own cost.

 No hand mixed C.C. is allowed. The c.c. work shall be done

with machine mix concrete only.

DATA SHEET FOR RCC U/G SUMP

:: Design Requirement of U/G Sump ::

At SHAPAR Village

Parameters Particular

(1) Avg. G.L of pumping station plot 100.00 mt.

(2) Bottom level of sump/suction chamber 97.00 mt.

(3) Min. water level in sump 0.30 mt

(4) Max. water level in sump RL As per design (not more then 3.50 m

(5) Water depth min. 3.0 mt.

(6) free board 0.30 mt min. below beam bottom

(7) Capacity of sump in litr 2.00 lacs lit.

(8) location At Kharchiya(jam) village

(9) Inlet size of pumping main and type 150 mm dia, minimum 3.0 mt lenght

Volume III: Price Bid

D.I. Pipe incl specials.

Outlet Pipe size 200 mm dia, minimum 3.0 mt lenght

Size of overflow pipe 100 mm dia-D.I. 1.0 mt.

(10) Type of structure RCC as per design

(11) Grade of concrete RCC M300

(12) Steel Fe-145 TMT steel confirming to

relevant IS or As per design

(13) SBC To be carried out by agency. Incase of

impervious strata encounters, than uplift

pressure should be considered.

(14) Shape of sump CIRCULAR WITH TOP COVER

(15) Size of sluice valve (ISI) Same size for inlet pipe total 1 no valve

(16) Vertical wall Min 15 cm thick (As per design)

(17) Bottom Slab Min 20 cm thick (As per design)

(18) Reinforcement As per design

(19) Size of valve chamber 1.0 x 1.0 x 0.60 mt

(20) Cowl type ventilator 100 mm dia as per design (minimum

vent should be provided as per design

(21) Type of counstruction RCC (as per design) –M -300 if mix

design concrete is required cement of

400kg /Cu.mt must be minimum used.

(22) Staging M.S ladder inside and outside the water

Signature of Contractor Deputy Executive Engineer Executive Engineer

P.H.S. Sub Division P.H.W. Dn.

Volume III: Price Bid