ODISHA TOURISM DEVELOPMENT CORPORATION LIMITED (A ...

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ODISHA TOURISM DEVELOPMENT CORPORATION LIMITED
(A Govt. of Orissa Undertaking)
Panthanivas (Old Block): Lewis Road: Bhubaneswar-14
(BUILDING PROJECT DIVISION-I)
DETAILED TENDER CALL NOTICE
With Tender Schedule
PERCENTAGE RATE TENDER
Name of Work: Construction of Tourist Reception Centre at Saunleipitha in Ganjam
District. under Destination Development Scheme.

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ODISHA TOURISM DEVELOPMENT CORPORATION LIMITED
(A Government of Orissa Undertaking)
BUILDING PROJECT DIVISION-I
Sl.
No.
Detailed Tender Call Notice
Sealed tenders in conformity with DTCN eventually to be drawn in P.W.D. form F-2
are invited in prescribed form from registered contractors of state
PWD/Irrigation/CPWD/MES/Railway and other Government organizations for the
following works
Name of work
Estimate cost
(Rs in lakhs.)
Cost of
Tender
paper
( Nonrefunda
ble)
EMD
( 1%
estimated
cost)
Class of
Contract
or
Period of
completion
1 2 3 4 5 6 7
1. Construction of Tourist
Reception Centre at
Saunleipitha in Ganjam
District.
under
Destination Development
Scheme.
Rs49,79,000.00
Rs6000+
4%VAT.
Rs.49,790.00 “B‘’ & “A” 6(Six)
Calendar
Months.
The details of tender documents can be had from our Web site:
www.panthanivas.com. The Tender paper will be received up to 3 P.M of 31.05.2012 at
O.T.D.C. Head office by speed post/registered post only and will be opened on the same day
at 4.00 P.M. O.T.D.C. Ltd will not be held responsible for postal delay.
The Authority reserves the right to reject any or all the tenders without assigning
any reason thereof.
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

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TERMS & CONDITIONS
1. Eligibility criteria:
The tender documents should contain the following requirements without
which the tender shall be liable for rejection .
a) The cost of Tender paper (at col-4 above) in shape of Bank Draft in favour of
the Managing Director, O.T.D.C. Ltd payable at any nationalized bank,
Bhubaneswar. .
b) EMD 1% (one percent) of estimated cost put to tender(at col-5 above) in
shape of P.O.S.B. /P.O.T.D. /N.S.C. /K.V.P. /Deposit Receipt of schedule Bank
etc. duly pledged in favour of Managing Director OTDC Ltd. Bhubaneswar/
Bank Draft in favour of the Managing Director, O.T.D.C. Ltd payable at any
Nationalized bank, Bhubaneswar .
c) Attested copies of valid contractor registration License
d) Attested copies of VAT Clearance Certificate/ TIN No
e) Attested copies of Up to date PAN CARD
f) Attested copies of E.P.F. Registration Certificate.
2. The tender should be sealed with wax properly with own seal.
3. The sealed envelope containing the tender should be super scribed with the
name of the work and should be addressed to the Sr.Divisional Manager
(B.P.-I),OTDC Ltd. Bhubaneswar.
4. PENALTY CLAUSE:
Penalty @ 1% of the agreement value per month (30days) computed on perday
basis shall be imposed for delay from the stipulated date of completion.
5. Percentage Rate Tender :
The tender will be on percentage rate over the estimated cost and not on item rate
basis as per works department letter no codes-5/07-17190 dt.09.10.07. The
percentage rate over the estimated cost should be quoted both in words and
figures. In case of discrepancy between words and figures, the words shall prevail.
6 (a) The Plan and Specification for the work can be seen at the Office of the
Sr. Divisional Manager (BP)-I, O.T.D.C.Ltd, during working hours and days.
Complaints at a future date that the plan and specification have not been seen, will
not be entertained.
(b) All other information can be had from the Sr.Divisional Manager (BP)-I,
O.T.D.C. ltd.
7 Additional performance security shall be deposited by the bidders when the
bid amount is seriously unbalanced i.e. less than the estimated cost by more
than 10%. In such an event, the bidder will deposit the additional
performance security to the extent of the differential cost of the bid amount
and 90% of the estimated cost in shape of post office savings bank
Account/National Savings Certificate/Post Office Time Deposit Account/
Kissan Vikash Patra/ Deposit receipt of schedule Bank at the time of
execution of agreement. Failing on which the tender is liable for rejection.
8 The Managing Director, O.T.D.C. Ltd. reserves the right to reject any or all
tenders received without assigning any reason thereof.
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

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9 EARNEST MONEY DEPOSIT AND INITIAL SECURITY DEPOSIT
The tenderers whose tender is selected for acceptance shall within a period of
seven days upon written intimation being given to him of acceptance of his tender
make an initial security deposit of 1% (one percent) of the tendered amount as
shown in clause.3 above so that the earnest money and initial security deposit will
be 2% of the tendered amount and sign the agreement in the Office of
O.T.D.C.Ltd, failing which, the tender will be rejected with forfeiture of E.M.D.
This security deposit, together with the earnest money and the amount withheld if
any shall be retained as security deposit for the due fulfillment of this contract.
Failure to enter into the required agreement and to make the security deposit, as
above shall entail forfeiture of the Earnest Money. No tender shall be finally
accepted until the required amount of security deposit (money) is deposited. The
written agreement to be entered into between the contractor and the Corporation
shall be the foundation of the right of both the parties and the contract shall
deem to be incomplete until the agreement has first been signed by the contractor
and then by the Sr.Divisional Manager (BP)-I, O.T.D.C.Ltd.
10 The contractors will be responsible for payment of all royalties or other charges
for quarrying materials. All local taxes inclusive of State Sales Tax and Income
Tax, Octroi charges, Ferry and Tollage charges are to be paid by the Contractor.
11 I.T.C.C/PAN and S.T.C.C./VATCC :
The tender may not, at the discretion of the competent authority, be considered
unless accompanied with attested true copy of the PAN card and VAT clearance
certificate as the case may be and the original certificate to be produced at the
time of opening of tenders.
12 If the contractor removes any materials or stock so supplied to him from the site
of work with a view to disposing off the same dishonestly, he should in addition to
any other liabilities Civil or Criminal arising out of the contract be liable to pay a
penalty equivalent to five times the price of the materials on stock according to
the stipulated rates and the penalty so imposed shall be recovered from any sum
that may then or at any time thereafter become due to the contractor or from his
security.
13 The contractor should be fully liable to indemnify the Corporation for payment of
any compensation under Workmen's Compensation Act-V-III of 1923 on account
of the workmen being employed by him and the full amount of compensation paid
will be recovered from the contractor.
14 Every tenderer must examine the detailed specification of Orissa before
submitting his tender. The right is reserved without impairing the contract to
make such increase or decrease in the quantities or items of work mentioned in
the schedule attached to the tender notice as may be considered necessary to
complete the work fully and satisfactorily. Such increase shall in no case
invalidate the contract rates. It shall be definitely understood that the
Corporation does not accept any responsibility for the correctness or
completeness of the quantities shown in the schedule. The schedule is liable to
alteration by omissions or additions or deductions and such omissions/ deductions
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

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shall in no case invalidate the contract and no extra monetary compensation will be
entertained.
15 Engineer contractors desirous to avail the facility of exemption of EMD are
required to submit affidavit to the effect that he/she has not yet availed this
facility for more than two works during the current financial year. The name of
work for which and the authority to whom the tenders have been submitted, must
be mentioned in the affidavit failing which the tender will be rejected. Exemption
of EMD will be entered in the original Registration Certificate of the Engineer
Contractor at the time of participating in the tender. Hence the Engineer
Contractor or his authorized representative has to produce the original license for
necessary entry within 2 days of opening of the tender.
16 The agency should produce work experience of the similar nature of the work and
produce the certificate regarding completion of similar works during the last five
financial years.
17 The agency should use all building materials such as reinforcement, sand etc. free
from corrosion/corrosive materials etc. No extra payment will be made for such
purpose by O.T.D.C. Ltd.
18 Orissa Detailed Standard Specification will be followed during execution of work.
19 All materials including those issued direct to the work will be received by the
contractor from the respective Store of the Corporation in the sizes as per
availability of stock. After issue, it will be the contractor's responsibility for
transportation, storage, handling, safe custody and proper upkeepment of
materials. The rate of the contractor should include all the incidental charges
required after the issue of material from Corporation store till its utilisation in
the work and return of surplus and good materials at the issuing store.
The contractor will have to bear the cost of straightening, cutting, jointing,
welding etc. of all steel reinforcement and structural and no cut pieces less than
1(one) meter length will be accepted. After completion of the work the contractor
has to return all surplus and good materials at the issuing store at his own cost
failing which the cost of the unutilized balance Corporation materials and such
other damaged materials not receptacle to the Corporation would be recovered
from him at 5 (five) times the stock issue rates.
20 All reinforced cement concrete work should conform to Orissa Detailed Standard
Specification and should be of grade M-150/200 with 12mm. Size black hard
crusher broken granite stone chips (20mm. Size not to exceed 25%) having a
minimum compressive strength (in work test) 150kg/200kg/cm 2 in 15 cm. cubes at
28 days after mixing and tests conducted in accordance with IS 456 and IS 516.
21 Shuttering and centering shall be with seasoned Sal wood planks the inside of
which shall be lined with suitable sheeting and made leak-proof and water tight or
alternatively steel shuttering and centering may be used.
22 The selected contractor may take delivery of supply of materials according to his
need for the work issued by the Engineer-in-charge of the work. The contractor
shall make all arrangements for proper storage of materials. But no cost for
raising shed for the storage of materials and pay of watchmen etc. will be borne
by the Corporation. These are all to be borne by the Contractor. The Corporation
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

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is not responsible for considering the theft of materials at site. It is
contractor's risk. Under any such plea if the contractor stops the work he shall
have to pay the penalty as per the clauses of the contract.
23 For the purpose of jurisdiction in the event of dispute if any contract should be
deemed to have entered into within the State of Orissa and it is agreed that,
neither party to the contract nor the agreement will be competent to bring a suit
in regard to the matters covered by this contract at any place outside the State
of Orissa.
24 After the work is finished, all surplus materials and debris are to be removed by
the contractor and preliminary works such as vats, mixing platforms, etc. are to be
dismantled and all the materials are to be removed from the site. No extra
payment will be made to the contractor on this account. The rate quoted should
be inclusive of all these items. The ground upto 15 meter shall be cleared and
rough dressed.
25 The contractor shall not interfere with the execution of water supply or electrical
fittings arrangements and any other works entrusted to any other agency by the
Corporation at any time during the progress of work.
26 The Corporation will have the right to inspect the scaffolding and centering made
for the work and can reject partly or fully such structures if found defective in
their opinion.
27 The Contractor will have to arrange for water supply for all works and made
sanitary arrangements at his own cost for his Labour camps. The contractor has
to arrange adequate lighting arrangements for night works whenever necessary at
his own cost.
28 Bailing out water from the foundation either rain water or sub-soil water if
necessary should be borne by the contractor. No payment will be made for
benchmarks, level pillars profiles and benching and leveling ground where required.
The rates quoted should be for finished items of work inclusive of these incidental
items of work.
29 All the quantities mentioned in the schedule are combined for ground floor and
multi-floors in case of multistoried building and the rates should be through for
the same.
30 Cement concrete in roof slabs, beams and wherever prescribed by the Engineer-incharge
shall be machine mixed and vibrated, and the contractor should arrange his
own concrete mixers, vibrators, and pumps etc. for the purpose.
31 It should be understood clearly that no claims whatsoever will be entertained.
32 The tenderer shall have to abide by the C.P.W. Safety Code introduced by the
Govt. of India, Ministry of Works, Housing and Supply in their standing orders
No.44250 dt.25.11.57.
33 The contractor will abide by the Fair Wages clause as introduced by the
Government.
34 The Corporation have the right to supply at any time in the interest of work any
Corporation materials to be used in the work in addition to those mentioned in the
clause 13 and the contractor shall use such materials without any controversy or
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

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dispute on that account. The rates of the materials will be at the stock issue
rates fixed by the Corporation or market rates whichever is higher.
35 The contractor will be responsible for the loss or damage if any of Corporation
materials supplied to him under clauses 13 and 30 during execution of the work
due to reasons whatsoever and the cost of such materials will be recovered from
him at the prevailing stock issue rates or market rates whichever is higher.
36 CONTRACTOR'S TOOLS & PLANT AND SUPPLY OF DEPARTMENTAL TOOLS &
PLAT TO CONTRACTORS.
The contractor should arrange at his own cost necessary tools and plant such as
Pumps, Vibrator, Concrete mixer etc. required for the efficient execution of the
work and rates quoted should be inclusive of the running charges of such plant and
cost of consumables.
37 The contractor will have to submit to the Sr.Divisional Manager (BP)-I, O.T.D.C.
Ltd. monthly return of labour both skilled & un-skilled employed by him on the
work.
38 The tenderers are required to go through each clause of Corporation contract
form carefully in addition to clauses mentioned herewith before tendering.
39 No part of the contract shall be sublet without written permission of the
Sr.Divisional Manager (BP)-I O.T.D.C.Ltd., Bhubaneswar or transfer be made by
power of attorney authorising others to receive payment on the contractor's
behalf.
40 No tender documents will be sold to the intending, tenderers after the last date
stipulated for selling of Tender papers.
41 If any further necessary information is required, Sr.Divisional Manager (BP)-I,
O.T.D.C. Ltd., Bhubaneswar will furnish such but it must be clearly understood that
tenders must be received in order and according to the instructions.
42 Bags and weight of one cubic metre of cement being taken, as 14.42 quintals.
43 In the event of any delay in the supply of Departmental materials or supply of
detailed structural designs for unavoidable reasons, reasonable extension of time
will be granted on the application of the contractor. But no claim for monetary
compensation will be entertained under any circumstances.
44 No contractors will be permitted to furnish their tender in their own manuscript
papers.
45 SAMPLE OF MATERIALS:
Every tenderer is expected before quoting his rates to inspect the site of
proposed work. He should also inspect the quarries and satisfy himself about the
quality, availability of materials, medical aids, labour and foodstuffs etc. and the
rates may be inclusive of all these items of work. In every case the materials must
comply with the relevant specification and samples of materials in sealed bag may
be submitted along with the tender for approval of the Sr.Divisional Manager (BP),
O.T.D.C.Ltd.
46 O.T.D.C.Ltd. Will not however, after acceptance of contract rate, pay any extra
charges for lead or for any other reason in case the contractor is found later on
to have mis-judged the materials available.
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

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47 All fittings for doors and windows if supplied by the Contractor should be of best
quality and should be got approved by the Engineer-in-charge before they are used
on the work
48 EXTRANEOUS CONDITION:
The tenders containing extraneous conditions not covered by the tender call notice
are liable for rejection.
49 VALIDITY
All tenders received will remain valid for a period of ninety days from the date of
receipt of tenders and validity of tender can also be extended if agreed to by the
contractor and the Corporation.
50 After completion of the work the contractor shall arrange at his own cost all
requisite equipments for testing building if found necessary and bear the entire
cost of such test.
51 LIST OF WORKS IN HAND, T & P & WORK EXECUTED:
Tenderers are required to submit, (i) list of works in the hand in the following
prescribed proforma 'A', (ii) list of works executed in the prescribed proforma 'B'
and (iii) the list of T & P in the prescribed proforma 'C' along with the tenders.
52 Letters etc. found in the tender box, raising or lowering rates or dealing with any
point in connection with the tender will not be considered.
53 All reinforced cement concrete works should be finished smooth, Extra charges
for plastering if required to any R.C.C. structures like columns, beams, chajjas etc.
shall not be paid.
54 2% of the gross amount of bill will be deducted towards income tax from the
contractor’s bill. Also 4% of the gross amount of the bill will be deducted towards
Sales Tax for all contracts costing Rs.1.00 lakh & more. This will vary as per
prevailing Govt. orders from time to time.
55 1% of the gross amount of bill will be deducted towards CESS from the
contractor’s bill under the Building and other construction worker’s(RE&CS)
Act 1996 vide Lt. NO: 12653 dated 15 th December,2008 of labour
&Employment Dept. Govt. of Orissa.
PROFORMA-'C'
CERTIFICATE OF TOOLS AND PLANTS
I/We hereby certify that the following tools and plants, machineries and vehicles
are in my/our possession in working orders.
i.
ii.
iii.
iv.
v.
I/We also note that, non-submission of this certificate will render my/our tender
liable for rejection.
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

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Signature of the tenderer
Date_______________
56 The tenderer shall bear cost of various incidental sundries and contingencies
necessitated by the works falling within the following or similar category.
(a) Rent, royalties and other charges of materials, Octroi duty, all other taxes
including sales tax, ferry tolls, conveyance charges and other costs on
account of land and buildings including temporary buildings required by the
tenderer for collection of materials, storage, housing of staff or other
purpose of the work. No rent however be payable to Corporation for
temporary occupation of land owned by the Corporation at the site of the
work.
(b) Labour camps and huts necessary to a suitable scale including conservancy
and sanitary arrangements thereon to the satisfaction of the local health
authorities.
(c) Suitable water supply including pipe water supply wherever available for the
staff and labourers for the works.
(d) Fees and dues hired by Municipal, Canal and water supply authorities.
(e) Suitable equipments and wearing apparatus for the labourers engaged in
risky operation.
(f) Suitable fencing barriers, signal including paraffin and electrical signal
where necessary at works and approaches in order to protect the public and
employees from accidents.
(g) Compensation including cost of any suit for injury to person or property due
to neglect of any major precautions also sums which may become payable
due to operation of workmen's Compensation Act.
(h) The contractor has to arrange adequate lighting arrangement for night
works wherever necessary at his own cost.
(i) The contractor has to arrange all the building materials including the
equipments required for under reamed pile foundation for starting the work.
57 INTEREST:
Under no circumstances interest is chargeable for the dues or additional dues if
any payable for the work.
58 Special class contractor shall employ under him one Graduate Engineer and two
Diploma Holders belonging to the State of Orissa, like wise 'A' class contractor
shall employ under him one Graduate Engineer or two Diploma Holder belonging to
the State of Orissa. The employment of such Graduate Engineer and Diploma
Holders under the contractor shall be full-time and continuous and they shall not
be superannuated, retired, dismissed or removed personnel from any state Govt.
or Central Govt. service/Public Sector undertaking/Private companies and firms or
be ineligible for appointment to Govt. service. The contractor shall pay them
monthly emoluments, which shall not be less than the emoluments of the personnel
of equivalent qualification employed under the State Govt. of Orissa. The
Sr.Divisional Manager, Building Project may however, assist the contractor with
names of such un-employed Graduate Engineers and Diploma Holders if such help is
sought for by the Contractor.
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

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59 The name of such Engineer personnel appointed by the Contractor should be
intimated to the tender receiving authority along with each tender, as to who would
be supervising the work.
60 Each bill of the Special Class or 'A' class contractor shall be accompanied by an
Employment Roll of the Engineering personnel together with a certificate of the
Graduate Engineer or Diploma Holder so employed by the contractor to the effect
that the work executed as per the bill has been supervised by him. A prescribed
proforma is enclosed herewith for furnishing the required certificate there in
under this clause.
61. He sealed cover should be super-scribed with the material of contents.
62 His quantity/volume of item may alter during construction as per field condition.
63. Wherever there is ambiguity or missing data, the work shall be done as per the
direction of the Engineer-in-charge.
64. The colour of the pole should match with that of the luminary.
65. The interested bidders may visit the site and should be acquainted themselves with
the field activities to be experienced during construction.
66. The delay if any due to other departments such as digging on road etc. shall be the
responsibility of the successful bidder.
67. Separate sheets may be attached if the space is not sufficient in the tender paper.
68 The bidder shall possess electrical license from ELBO, Orissa.
69 Statutory clearance if any from electrical inspector shall be the responsibility of
the successful bidder.
70 Wherever the items appear with a sign (/) both rates shall be quoted.
71 The Contractor shall have to furnish an affidavit about the authentication of
tender documents including bank guarantee at the time of submission of Tender
paper.
Total 71 (seventy One) clauses only.
Sr. Divisional Manager
(Building Project)-I
O.T.D.C. Ltd.
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

QUALITY CONTROL REQUIREMENTS
1.0 Earth work
1.1. Density requirements for embankments and sub-grade materials. MoRTH
Specification (4 th Revision).
Sl.
No.
Type of work
11
Maximum dry density at
OMC (IS:2720 Part-8)
1. Embankment upto 3m height not subjected to
extensive flooding
2. Embankment exceeding 3m height or embankment
subjected or embankment subjected to long periods
of inundation.
Minimum 15.2kN/m 3
Minimum 16kN/m 3
3. Subgrade and earthen shoulder and back fill. Minimum 17.5kN/m 3
1.2. Compaction requirement for embankment and sub-grade.
Sl.
No.
Type of work
Percentage of
Compaction at OMC
1. Sub-grade and shoulder Minimum 97%
2. Embankment Minimum 95%
3. Expansive clay
a. Sub-grade Not allowed
b. Remaining portion Minimum 90%
1.3. Criteria for small embankment (dams) (IS : 12169)
The general guidelines for embankment sections are furnished in Table No.-1.
TABLE-4
(GENERAL GUIDELINES FOR EMBANKMENT SECTIONS)
SL.
NO.
DESCRIPTION
HEIGHT UPTO
5m
1. Type of section Homogeneous
Modified
homogeneous
section
Ii Slopes U/S U/S
a. Coarse grained soil
(GW, GP, SW, SP)
(H:V)
(H:V)
HT. ABOVE 5M
AND UPTO 10m
Zoned section/
Modified
homogeneous
section/
homogeneous
section
U/S
(H:V)
D/S
(H:V)
HT. ABOVE 10M AND
UPTO 15m
Zoned section/ modified
homogeneous section/
homogenous section
U/S
D/S
Not suitable Not suitable Not suitable for core.
Suitable for casing zone.
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

. Coarse grained soil
(GW,GP, SW, SP)
c. Fine grained soil (Cl,
ML, Cl, Ml)
d. Fine grained Soil
(CH, MH)
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2:1 2:1 2:1 2:1 Section to be decided
based upon the stability
analysis in accordance with
IS: 7894-1975.
2:1 2:1 25:1 2251:1 -do-
2:1 2:1 3.75:1 25:1 may
be provided
a. Top width -- 3m 3m
Necessary
b. Top level -- 0.5m above MWL 0.5m above MWL
Iv Rock toe height Not necessary
upto 3m above
3m ht, 1m, ht of
rock toe may be
provided
Necessary H/5,
where H is the
height of the
embankment.
Necessary H/5, where H is
the height of the embkt.
v. Berms Not necessary Not necessary The berm may be provided
as per design. The min.
berm width shall be 3m.
The berm may be provided
also on the D/S slope for
facilities
during
maintenance.
1.4. Criteria for small embankments (dams) : (IS : 12169)
The general guidelines regarding suitability of soil for construction of dams are
furnished in table No. 2.
Relative
suitability
Table – 2
Suitability of soil for construction of dams.
Homogeneous
Dykes
Zone dam
Impervious cure
Pervisou casing
Very GC GC SW,GW GC
Suitable
Suitable CL, Cl Cl, Cl GM CL,Cl
Impervious
blanket
Fairly suitable SP, SM, CH GM, GC, SM, SC, CH SP, GP CH, SM, SC, GC
Poor
Not suitable
Ml, Ml, MH
OLOl, OH, Pt
1.5. Frequency of test
Table-3
Sl. Test Designation Frequency of test as Frequency of test of ODR & VR
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

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No. per MoRTH as recommended by IRC-SP-20
1. Mechanical analysis of
soil
2 tests/3000m 3
2. Plastic of soil 2 tests/3000m 3
3. Density test of soil 2 tests/3000m 3
4. Deleterious content As & when required
5. Moisture content of
soil
6. CBR test of soil 1 tests/3000m 3 or
more
7. Compaction test of soil
for each layer
1 tests/250m 3 2-3 tests per 250m 3 of loose soil
5-10 tests/1000m 3 5-10 tests per 1000m 3
Note : CBR of sub-grade should not be less than 2%
MoRTH- Ministry of road transport and highways
Table-7
E.W. COMPACTION : The information given should be taken only as an approximate
guide
Materi
al
Major
Division
Sub-groups
Suitable
type of
compacting
equipment
No. of
passes
for
satisfact
ory
compactio
n (Min.)
Thicknes
s of
loose
layer
(Actual
thicknes
s
depends
on plant
used),
Max cm.
Remarks
1 2 3 4 5 6 7
Coarse
grained
soil and
other
materia
ls
Gravel and
gravelly soils
Well-graded
gravel, gravels
and mixtures,
little or no
fines
Well-graded
gravel sand
mixtures with
excellent clay
blinder
uniform gravel
with little or
no fines poorly
graded gravel
Smoothwheel
roller
pneumatictyred
roller
vibrating
smooth
wheel
roller
heavy
bivrating
plate frogrammer
6
6
6
2*
3**
20
20
20
37.5
37.5
20
Vibrating rollers
or vibrators will
be very
satisfactory if
the moisture
conent of the soil
is low, but may be
uneconomical
close moisture
content control is
essential when
the moisture
content is
relatively high it
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

Fine
grained
soils
CONTRACTOR
Soils having
low
compressibili
ty
Soils having
high
compressibili
ty
Fibrous
organic soils
and gravel sand
mixtures little
or no fines
Gravel with
fines. Silty
gravel, clayey
gravel, poorlygraded
gravelsand-clay
mixtures
Well grained
sands and
gravelly sands,
little or no
fines
Uniform sands
with little or
no fines silts
(inorganic) and
very fine
sands, rock
flour, silty or
clayey fine
sands, with
slight
plasticity. Silty
and sandy clays
(inorganic or
medium
plasticity.
Clays
(inorganic) or
medium
plasticity.
Micaceous or
distomaccous
fine sandy and
silty soils,
elastic silts
14
Well-graded
sand with
excellent claybinder
powerrammer
Smooth
wheel
roller
pneumatic
tyred
roller
track
laying
tractor
sheep foot
roller frog
rammer
power
rammer.
14
4
--
10
30
2*
2*
20
Sr.DIVISIONAL MANAGER (B.P.)-I
--
15
15
37.5
20
is preferably to
use a pneumatic
tyred roller
--
--
These soils are
considered very
undesirable for
use in earthwork
and should not be
employed if they
are highly
compressible it is
advisable to
compact these
soils at the
moisture content
at which no
change will occur
subsequently
As for micaceious
or distomaceous
fine sandy and
silty soils these

15
with very
high
compressibili
ty
Clays
(inorganic) or
high plasticity,
fat clays
soils are entirely
unsuitable for
earthwork
construction.
Organic clays
of high
plasticity pest
and other
highly organic
swamp soils.
5. Materials for cement concrete :
This includes the I.S. specification of the materials such as cement, coarse and fine
aggregate, water, and reinforcement. For details respective I.S. specification may be
referred to.
5.1. Fine aggregate : IS 383
5.1.1. Zoning: The fine aggregates suitable for concrete shall be in zone-I, II or III.
Fine aggregate in zone-IV are not suitable for concrete. The zone can be
decided by grain size analysis by sieving as follows.
Table-21 (IS-383-Table No.-4)
IS Sieve
Designation
Grading Zone-
I
Percentage passing for
Grading Zone-
II
Grading Zone-
III
Grading Zone-
IV
10m. 100 100 100 100
4.75mm 90-100 90-100 90-100 95-100
2.36mm 60-95 75-100 85-100 95-100
1.18mm 30-70 55-90 75-100 90-100
600 micron 15-34 35-59 60-79 80-100
300 micron 5-20 8-30 12-40 15-50
150 micron 0-10 0-10 0-10 0-15
5.1.2. Bulkage :- Maximum buklage shall be limited to 20%
5.2. Quality of coarse aggregates:
5.2.1. Crushing value Permissible Value Method of test
a. All concrete woks
except wearing surface.
Maximum 45% IS 2386-1963 part –
IV
b For wearing surface -do- 30% -do-
5.2.2. Impact value Permissible Limit Method of test
a. All concrete woks Maximum 45% IS 2386-1963 part –
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except wearing surface.
IV
b For wearing surface -do- 30% -do-
5.2.3. Abrasion value
a. All concrete woks
except wearing surface.
Maximum 50% -do-
b For wearing surface -do- 30% -do-
5.2.4. Deleterious materials : Maximum percentage shall be 5%.
5.2.5. Alkali aggregate reaction:- It is harmful for concrete. The test shall be conducted
and use of pozzolanic cement or pozzolanic admixture shall be studied.
5.2.6. Gradation of coarse aggregate of nominal size:
Table-22
IS Sieve (mm)
Percentage passing for graded aggregates of nominal size
40 20 15 12.5
80 100 -- -- --
40 95-100 100 -- --
20 30-70 95-100 100 100
16 -- -- 90-100 --
12.5 -- -- -- 90-100
10 10.35 25.55 30.70 40-85
4.75 0-5 0-10 0-10 0-10
2.36 -- -- -- --
5.3. Cement : The normal type of cement used are :
1. Ordinary Portland cement 33 grade, 43 grade, 53 grade conforming to IS: 269,
IS:8112 & IS:12269 respectively.
2. Port land slag cement IS: 544
3. Port land pozzolana cement I.S : 1489
5.3.1. Standard of physical test of cement
a. Initial setting time - minimum 30 minutes
b. Final setting time - Maximum 10 hrs.
c. Fineness - (i) 225 (m 2 /kg) for OPC & PSC
(ii) 300 (m 2 /kg) for PPC
d. Soundness - a. 10mm maximum (Lechat expansion)
b. Maximum 0.8% in Autoclave
e. Compressive Strength :
Time
33 grade OPC,
PSC, PPC
43 grade OPC 53 grade OPC
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a. 72 hrs. 16MP 2 23MP 2 27MP 2
b. 7 days 22MP 2 33MP 2 37MP 2
c. 28 days 33MP 2 43MP 2 53MP 2
5.3.2. Standards for chemical test :
Table – 23
Percentage by mass (Max.)
Types of cement OPC PPC PSC Remarks
33 43 53
1. Magnesia 6 6 6 6 8
2. Insoluble residue 4 2 2 x+4(100-x)
100
4 Where x=% of
pozollana in cement
3. Sulphur trioxide 2.5d 2.5d 2.5d 3 3 Where d-3% when
C,A>5%
4. Sulphur as sulphide -- -- -- -- 1.5
5. Loss on ignition 5 5 4 5 5
6. Chloride 0.5 0.05 0.05 -- -- Maximum for prestressed
and long
span structures
5.4. Water :
Normal potable water shall be used for concrete. The pH value shall be not less than 6.
Permissible limits of solids – I.S. :3025.
Organic - 2000mg/litre
Chloride - 2000mg/litre
Inorganic - 3000mg/litre
Sulphate - 400 mg/litre
Suspended matter - 2000mg/litre
5.5. Reinforcement steel :
The normal reinforcement steel bars may be mild and medium tensile steel bars or high
strength deformed steel bars conforming to I.S.-432 and IS:1786 respectively. The
limits of physical and chemicals properties of deformed bar.
a. Mechanical properties
Sl.
No.
Table – 24 (IS : 1786, Table No.-3)
Property F 3 415 Grade F c 500 F e 550
1 2 3 4 5
1 0.2% proof stress/yield
stress, Min, N.mm 2 415.0 500.0 550.0
2. Elongation, percent, Min,
on gauge length 5.56 v(A),
14.5 12.0 8.0
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where A is the cross
sectional area of the test
piece.
8% more than the
3. Tensile strength, Min 10%more than
485.0 N/mm 2
the actual 0.2%
proof stress but
not less than
actual 0.2% proof
stress but not less
than 545.0 N/mm 2
6% more than the
actual 0.2% proof
stress but not less
than 585.0 N/mm 2
b. Chemical properties :
Constituent
Table – 24 (IS : 1786)
Percent, maximum
F e 415 F e 500 F e 550
Carbon 0.30 0.30 0.30
Sulphur 0.060 0.055 0.055
Phosphorous 0.060 0.055 0.050
Sulphur and phosphorous 0.11 0.105 0.10
c. Frequency of test (IS : 1786)
One test of each type of MS rod to be used in each structure.
d. Pull out test : As per IS:2770
e. Bend and rebend test : IS : 1786.
f. Mass and cross sectional area (IS : 1786).
Nominal size (mm) Sectional area (mm 2 ) Mass per meter (kg)
6 28.3 0.222
8 50.3 0.395
10 78.6 0.617
12 113.1 0.888
16 201.2 1.580
20 314.3 2.47
25 491.1 3.85
28 616.0 4.83
32 804.6 6.31
5.6. Construction joints :
The concreting shall be done up to construction joints, but while commencing the
work on the cold joints, the aggregates shall be exposed with high pressure water jet or
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any other method. It is preferable to expose the aggregates previously i.e. just after the
closer of the work by wire brushing and cleaning. Cleaning may be done be by air water
jetting or any other method.
6. Concrete works.
6.1. Grade of concrete
The grade designation shall be as follows.
a. Ordinary concrete M10, M15 & M20
b. Standard concrete M25, M30, M35, M40, M45, M50 & M55
c. High strength concrete M60, M65, M70, M75 & M80
d. Concrete exposed to seawater shall be at least M20 & M30 for P.C.C. & R.C.C.
respectively. The use of slag or pozzolana cement is advantageous under such
conditions.
6.2. Workability of concrete
Table –26
Placing conditions
Binding concrete; shallow sections; pavements
using lavers;
Mass concrete; lightly reinforced sections in
slabs, beams, walls, columns; floors; hand
placed pavements; canal lining; strip footings.
Degree of
workability
Slump (mm)
1 2 3
Heavily reinforced sections in slabs, beams,
walls, columns; slipfonn work; pumped concrete
Trench fill;
In-situ pilling
Very low
Low 25-75
Medium 50-100
Compacting factor from
0.75 to 0.8 is suggested
75-10
High 100-150
Tremie concrete; Very high Refer IS :9103
Note : For most of the placing conditions, internal vibrators (neddle vibrators) are
suitable. The diameter of the needle shall be determined based on the density and spacing
of reinforcement bars and thickness of sections. For tremie concrete, vibrators are not
required to be used.
6.3. Mild : Concrete surfaces protected against weather or aggressive conditions
except those situated in coastal area.
6.3.2. Moderate : Concrete surfaces sheltered from severe rain or freezing whilst wet.
Concrete exposed to condensation and rain.
Concrete continuously under water.
Concrete in contact of buried under non-aggressive soils/ ground water.
Concrete surfaces sheltered from saturated salt air in coastal area.
6.3.3. Severe : Concrete surfaces exposed to severe rain, alternate wetting and drying or
occasional freezing whilst wet or severe condensation. Concrete complitely
immersed in sea water concrete expose to coastal environment.
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6.3.4. Very severe : Concrete surfaces exposed to sea water spray, corrosive fumes or
severe freezing conditions whiles wet.
Concrete incontact with or buried under aggressive sub-soil/ ground water.
6.3.5. Extreme : Surface of members in tidal zone.
Members indirect contact with liquid / solid aggressive chemicals.
Exposure a.PCC
Minimum W/C grade
Cement
ratio
Content
maximum
Kg/(m 3 )
Mild 220 0.6 --
Moderate 240 0.6 M15
Severe 250 0.50 M20
Very severe 260 0.45 M20
Extreme 280 0.40 M25
b.PCC
Mild 300 0.55 M20
Moderate 300 0.50 M25
Severe 320 0.45 M30
Very severe 340 0.45 M35
Extreme 360 0.40 M40
6.4. Nominal mix concrete
The nominal mix concrete may be used for concrete of M20 grade and lower as per the
table below:
Grade of concrete
Total qty. of dry
aggregate for
50kg of cement in
kg
Table – 27
Proportion of fine
to coarse
aggregate by mass
Max. qty. of
water per 50kg of
cement in litre
M5 800 Generally 60
M 7.5 625 1:2 45
M10 480 -- 34
M15 330 -- 32
M20 250 -- 30
6.5. Design Mix : Ref. IS : 10262
6.6. Placing : The concrete shall be placed and compacted before initial setting time of
cement.
6.7. Curing : The period for moisture curing shall be minimum 10 days. It may be
extended upto 28 days.
6.8. Stripping time : Following stripping time may followed.
Type of form work
Minimum period before striking form
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a. Vertical 16-25 h
b. Soffit form work to slab 3 days
c. Soffit form work to beam 7 days
d. Props to slab
(i) Spanning upto 4.5m
(ii) Spanning over 4.5m
7 days
14 days
work.
6.9 Nominal cover:
Cover to be provided depending on exposure condition.
Exposure
Cover in mm
Mild 20
Moderate 30
Sever 45
6.9. Frequency of sampling : Depending on quantity of work, number of samples are to
be taken.
Qty. in m 3 No. of samples
1-5 1 Set
6-15 2 Set
16-30 3 Set
31-50 4 Set
51 to above 4 plus one additional
set for each 50m 3 or part.
(one set= 6 Nos. of samples)
6.10. Concrete works :
Sl.
No.
A. Coarse aggregate
Test
Table – 28
1. Sieve analysis flakiness and elongation
index
2. Specific gravity, bulk density, moisture
content and absorption.
Frequency as per MoRTH
One test for every 150m 3 or less
-do-
3. Soundness -do-
4. Abrasion, impact, aggregate crushing value -do-
5. Organic impurities value
6. Alkali-aggregate reactivity Twice in one season
7. Petro-graphic test -do-
B. Fine Aggregates
1. Sieve analysis One test for every 1.50m 3 of sand
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2. Organic impurities -do-
3. Soundness -do-
22
4. Sp. Gravity, moisture contents and
absorption
C. Cement
1. Fineness One test for each brand and batch of cement
-do-
2. Setting time -do-
3. Compressive strength
D. Finished concrete
1. Slump test One test for each shift both at mixer and at
placement site. As frequently as possible.
2. Compressive strength -do-
3. Cement content One test every 3 months
6.12 Aceptance criteria for concrete (IS : 456-2000, clause-16):
The concrete shall be deemed to comply with the strength requirements when both the
following conditions are met.
a. The mean strength determined from any group of four consecutive tests
results shall satisfy the following conditions.
(i) Mean strength :
a. For M 13 grade : f a + 0.825 x established standard deviation
(rounded to 0.5) N/mm 2
OR
Fa + 3N/mm 2 (which ever is greater).
b. For M 20 grade : Mean strengthf a + 0.825 standard
or above deviation (rounded to nearest 0.5) N/mm 2
OR
F a + 4N/mm 2 (which ever is greater).
In absence of data for SD, the SD may be taken 3.5 for M 10 and M 15 grade, 4 for M 20 and
M 25 grade and 5 for M 30 to M 50 grade.
b. Individual test results :
For M 13 grade
Strength f ck – 3N/mm 2
For M 20 grade or above
Strength f ck – 4N/mm 2
(Where f ck is the characteristic strength of concrete)
7. Common Burnt clay bricks :
7.1. Brick classification : (IS : 1077 & IS : 2180)
Class
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(M/mm 2 )
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Sr.DIVISIONAL MANAGER (B.P.)-I

100 100
75 75
35 35
30 30
25 25
20 20
17.5 17.5
15 15
12.5 12.5
10 10
7.5 7.5
5 5
3.5
7.2. Dimension : (IS : 1077)
a. Modular
Length (mm) Width (mm) Height (mm)
190 90 90
190 90 90
b. Non-modular
Length (mm) Width (mm) Height (mm)
230 110 70
230 110 30
N. B. : Tolerance for 20 bricks of modular and non-modular are 80 mm &
40mm for different heights.
7.3. Water absorption : (IS : 3495).
After immersion in cold water for 24 hours
a. Upto class 12.5 : Maximum 20%
b. Higher pressure : Maximum 15%
7.4. Frequency of tests :
20 bricks shall be tested out of 50,000 & 1,00,000 bricks in class 100 & 75.
7.5. Grading of sand for plaster (IS : 1542).
IS sieve designation (mm) Percentage passing by weight
10 100
4.75 95.100
2.236 95-100
1.18 90-100
600 micron 80-100
300 micron 20-65
150 micron 0-50
23
WATER SUPPLY
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8. Pipes, pipe fitting valves and specials:
Pipes of different types and classes, pipe fittings, valves and specials used for pipe
laying work should be manufacturer and factory tested hy7drostatically as per the
relevant I.S. specifications as given below. The CI and DI pipes on DGS&D contract are to
be tested by the agency authorized by DGS&D/EPM and PVC pipes and fittings are to be
tested by CIPET (Central Institute of Plastic Engineering and technology).
8.1. Pipe
8.11. Reference to I.S. code :
IS : 1536
Specification for centrifugally cast spun iron pressure pipe for
water, gas & sewege.
IS : 8329
Specification for centrifugally cast (spun) ductile iron pressure pipe
for water, gas & sewege.
IS : 3589
IS : 4985
Specification for electrically welded steel pipe (first revision)
Specification for electrically welded steel pipes (first revision)
IS : 4958
IS : 10221
Un plasticised PVC pipes for potable water supplies.
Code of practice for coating and wrapping under ground steel pipes.
IS : 11906 Recommendation for cement master lining of cast iron milk steel and
ductile Iron pipes and fitting for transport of
water.
8.2. Pipe fittings and jointing materials.
8.2.1. Reference to code :
IS : 1538 Specification for cast iron fitting for pressure pipe (para 1 to 24)
for water, gas & sewge
IS : 10124 Febricated PVC fitting for potable water samples(para 1 to 13)
IS : 782
IS : 5383
Specification for caulking lead
Rubber gaskets for double iron pipes.
8.3. Valves and specials
IS : 780
IS : 2906
IS : 2685
IS : 5312
Specification for sluice valves for water works purpose (50mm to
300mm)
Specification for sluice valves for water works purpose (350mm to
1200mm)
Code of practice for selection installation and
maintenance of sluice values.
Specification for swing check type reflux (Non-return
valves) for water works purpose.
8.3. Inspection of pipes before final acceptance.
24
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Each pipe shall have cast, stamped or indelibly painted the trade mark of
manufacturer, the nominal dia, class weight, batch number, last two digits of the year of
manufacturer and also with ISI certificate mark. The pipes should bear the stamping of
testing agency like DGS & D in case of CI & DI pipes CIPET in case of PVC pipes etc.
8.3.1. Pipe laying
8.3.2. Laying of cast iron pipes :
Inspection of pipes before laying :
Before laying the pipes and fittings shall be inspected for defects and be rung with
a light hammer, preferably while suspended, to detect cracks. Smearing the outside with
chalk dust helps in the location of cracks. If doubt persists further confirmation may be
obtained by pouring a little kerosene on the inside of the pipe at the suspected spot. If
crack is present, the kerosene seeps thorough and shows on the outer surface. Any pipe
found unsuitable after inspection before laying shall be rejected.
Laying should be done as per IS code of practice 3114 (Third Revision).
a) Depth of Trench – The depth of trench should be less than 900mm
measured from the top of pipe to the surface of ground and not less than
750mm else where.
b) Width of Trench : The width of trench should be 200 mm more on either
side of the external dia of pipe (i.e. External dia of pipe + 2 x 200mm).
Additional width shall be provided at position of sockets and flanges for
jointing.
c) Cover over the pipe- Minimum cover of 1M in recommended under road way
and may be modified to meet the local condition.
8.3.3. Laying and jointing of ductile iron pipes :
The pipes should be laid as per the specification laid down in IS : 12288.
a) Width of Trench :- The width of trench at bottom shall provide not less than
200mm clearance on both sides of pipe (i.e. external dia of pipe + 2x 200mm)
b) Cover over the pipe – In agricultural land the depth should be sufficient to
provide cover not less than 900mm and under a roadway the cover should be
minimum 1.0M.
8.3.4. Laying of welded steel pipes :
The laying should be done as per IS – 5822 (First revision).
a) Width of Trench – The width at the bottom below in the faces should not be
less than 200 mm clearance on either side of the pipes.
b) Cover over the pipe – When the pipeline is under a roadway, a minimum cover of
1.0 Meter should be provided and can be modified to suit the local condition by
taking necessary precaution.
c) Pipe welding :- In case of welding the pipe in the trench, additional excavation
of not more than 600 mm in depth 900mm in length should be provided all round
the pipe at the position of the joints for facility of welding.
d) Coating and wrapping of pipes :- Against internal corrosion, steel pipes are given
epoxy lining or hot applied coal tar/asphalt lining or rich cement mortar lining at
works or the field by centrifugal process. The outer coating for under ground
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pipeline may be in cement sand gunniting or hot applied coal tar asphalt enamel
reinforced with fiber glass fabric yarn. Coating and wrapping should be done as
per IS 10221.
8.3.5. Laying of PVC pipes :
Laying and joining of PVC pipes should be done as per IS: 7634 (part – III).
a) Width of trench :- The trench should be as narrow as practicable. As a normal
practice this may be kept from 0.30M over the outside dia or pipe (i..e external dia
of pipe + 30 cum.).
b) Depth of Trench – The depth of trench should be 1.00M from the ground level.
c) The trench bottom where it is rocky and un-even a layer of sand or alluvial earth of
100mm depth should be provided under the pipe.
d) Jointing of pipes : Solvent welding technique offers as easy and ample type of joint
in PVC pipe used spigot and socket type joints. The cement solvent to be used for
jointing should be as per the recommendations of the pipe manufacturer.
8.4. Testing of pipe line after laying (field test pressure).
After laying and jointing, the mains shall be slowly and carefully charged with
water, so that all air is expelled from the main by providing a25mm inlet with a stop cock,
allowed to stand full of water for a few days if time permits, and then tested with
pressure.
The field test pressure to be imposed should be not less than the maximum of the
following.
a) 1.5times the maximum sustained operating pressure.
b) 1.5 times the maximum pipeline static pressure.
c) Sum of the maximum sustained operating pressure and the maximum surge
pressure.
d) Sum of the maximum pipe line static pressure and the maximum equal to the work
test pressure for any pipe fitting in corporate.
9.0. Production wells (large dia tube wells):
9.1. Materials for constructions :
1. Casting pipes should be mild steel or UPVC pipes. Mild steel pipes should
conform to IS :4270 and ASTM-DN-1785. The UPVC pipes should be of
ASTM quality (Sch-40, Sch-80 or Sch-120 depending on site condition) and
should also confirm to IS:2818.
2. Well screens and slotted pipes should conform to IS : 8110. The well
screens may be monometal, bimetal, stainless steel or PVC.
Sufficient opening should be provided for screens and slotted pipes so that 70% or
more of sand grains in the natural aquifer where uniformity co-efficient should range
between 2.0 to 2.50. For soils with uniformly coefficient less than 1.5, pea gravel pack
should be used.
The total area of opening should be such s to maintain on entrance velocity less
than necessary to carry the finest particle of sand that is to be excluded by the screen.
In general, it should be 4 to 6 cm/sec. With the gravel shrouding.
The opening should preferably be ‘V’ shaped.
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3. Gravel to be used for shrouding (packing around the casing pipe) should confirm to
IS : 4099. The gravel wall provided may vary in thickness to suit the size and depth
of boring and may vary from 10cm to 25cm but usually 10cm.
9.2. Construction of tube well :
The drilling operation should be taken up with rotary drilling rig. Down the whole
Hammer Rig or Combination Rig depending on type of strata and conforming to IS :2800
(Part-I).
For drilling with rotary drilling rig in soft formations, bentonite powder should be
used in place of local mud as sealing compound to facilitate drilling operation. The casing
pipe and well strainer should be lowered perfectly vertically and well screen should be
properly placed against the aquifers. The casing pipe should be extended to at least 60 cm
above the ground level.
The annular space between the bore and the housing pipe (casing pipe) should be
cement grouted upto at least 5m below ground level to provide a sanitary sealing.
9.3. Testing and development of tube well :
9.3.1. The testing of tube well should be conducted as per IS : 2800 (part-II).
Tube wells are to be tested for plumbness and alignment normally after completion
of drilling but immediately after the housing pipes are installed and prior to
commencement of gravel fitting in the case of gravel shrouded tube well. For wells
encased with pipes less than 350mm dia meter, the verticality of tube well shall have a
deviation not exceeding 10cm per 30 m depth of the tube well and the deviation shall be in
one direction and in one place only.
In the case gravel shrouded tube well, if the pipe assembly is found included in a
start position. It should be pulled in a desired directions to rectify the stantness and
bringing the pipe assembly into permissible limit of verticality.
9.3.2. Development of tubewell :
The object of well development is the removal of silt, fine sand and other such
materials form a zone immediately around the well, screen, there by creating larger
passage in the formation through which water can flow more freely towards the
wells.
Well development includes the operation of flushing, testing and equipping the wells
before they are put into service.
The development should be carried on with an air compressor of suitable capacity
(to develop 7kg to 10kg/Cm 2 and airflow of 2m 3 /min) In accordance with IS : 11189,
and the process should be continued until the stabilization of sand gravel pack and
discharge of clear water is fully assured.
10. Pumping sets :
10.1. Reference & code
The pumping sets and accessories should conform to following IS specification:
IS 1520
Horizontal centrifugal pumps for clear cold fresh water (2 nd revision)
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IS 6595
IS 9684
IS 1710
IS 8034
IS 10825
Horizontal centrifugal pumps for clear cold fresh water for Agricultural
purpose (first revision).
Selection, installation, operation and maintenance of Horizontal centrifugal
pumps for agricultural purpose.
Vertical turbine pumps for clear. Cold fresh water (1 st revision).
Submersible pump sets for clear, cold, fresh water.
Foot valve, Reflex value or non return valve and bore valves to be used in
suction line of agriculture pumping sets. (first revision).
IS 325/19758
Three phase induction motors.
IS 7538
Motors for submersible pumps
10.2. Inspection of pumps before final acceptance.
1. The name plates of the pump and motor with details like Sl. No.- Head,
Discharge, rpm, HP/KW of motor etc engraved on the name plate should be
clearly verified to confirm within the pumping set is as per the supply
order.
2. Manufacturer’s test report along with laboratory hydrostatic test reports
of the pumps should be verified to know the duty of pump.
3. The supplier should give at lest one copy of specific installation and
operation manual of the pumping sets supplied by them.
4. The field test for pumps should be conducted to confirm the duty of pumps
after ins installation.
10.3. Pump installation
The installation of centrifugal pumps should proceed through five stages in the
following order.
1. Preparing the foundation and locate the foundation bolts.
2. Locating the pump on the foundation bolts, however resting on leveling wedges,
which permit not only easy leveling but also space for fitting the grunt later on.
3. Levelling
4. Grouting
5. Alignment
The foundation should be sufficiently substantial to absorb vibrating and to form a
permanent, rigid support for the base plate.
Alignment of the pump sets should be checked even if they are received aligned by
the manufacturer. The alignment should be proper both for parallelism (by filler gauge)
and for coasiablity (by straight edge or by dial gauge).
During all alignment- checks both the shafts should be pressed hard, over to one
side while talking the readings alignment should also be checked after fastening the piping
and there after periodically during operation.
Submersible pumps with wet type motors should be fitted with water and the
opening should be properly plugged after filling water.
Pumps kept in storage for a long time should be thoroughly cleaned before
installation.
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

29
10.4. Testing of pumps :
There are two types of pumps testing.
1. Testing in the shop or laboratory at the manufacturer works.
2. Testing in the field after installation
Every pump must be tested before it is finally accepted. It is necessary for
comparision of specified, predicated and actual performance after installation, relating
to head, discharge power, efficiency and suction requirements centrifugal pumps should
be listed as per IS-9137 (Class ‘C’ code of testing) and IS-11346.
The scheme of testing includes taking readings, doing calculation and plotting of
(i) The H-Q characteristics
(ii) The P-Q characteristics.
(iii) The efficiency versus Q characteristics
11. Water Quality
11.1. Recommended guidelines for physical and chemical parameter:
Sl.
No.
Characteristics *Acceptable **Cause for
1. Turbidity (NTU) 1 10
2. Colour (Units on Platinum Cobalt
scale)
5 25
3. Teste and Odour Unobjectionable Objectionable
4. PH 7.0 to 8.5 9.0
5. Total dissolved solids (mg/I) 500 2000
6. Chlorides (as CI) (mg/I) 20 600
7. Chlorides (as CI) (mg/I) 200 1000
8. Sulphates (as SO 4 (mg/I) 200 400
9. Fluorides (as F) (mg/I) 1.0 1.5
10. Nitrates (as NO 3 (mg/I) 45 45
11. Calcium (as Ca) (mg/I) 75 200
12. Magnesium (as Mg) (mg/I) 30 150
If there are 250 mg/I of sulphates, Mg content can be increased to maximum
of 125mg/I with the reduction of sulphates at the rate of I unit per every 2.5 units
of sulphates.
Sl.
No.
Characteristics *Acceptable **Cause for
13. Iron (as Fe) mg/I 0.1 1.0
14. Manganese (as Mn) mg/I 0.05 0.5
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

15. Copper (as Cu) (mg/I) 0.05 1.5
16. Aluminium (as AI) (mg/I) 0.03 0.2
17. Residual Chloride (mg/I) 0.2 >1.0
18. Zinc (as Zn) (mg/I) 5.0 15.0
19. Phenolic compounds (as Phenol)
(mg/I)
20. Anionic detergents (mg/I) (as
MBAS)
30
0.001 0.002
0.2 1.0
21. Mineral Oil (mg/I) 0.01 0.03
TOXIC MATERIALS
22. Arsenic (as As) (mg/I) 0.01 0.05
23. Cadmium (as CD) (mg/I) 0.01 0.01
24. Chromium
(as hexavalent Cr) (mg/I) 0.05 0.05
25. Cyanides (as CN) (mg/I) 0.05 0.05
26. Lead (as Pb) (mg/I) 0.05 0.05
27. Selenium (as SC) (mg/I) 0.01 0.01
28. Mercury (total as Hg)
(mg/I) 0.001 0.001
29. Polynuclear aromatic 0.2 0.2
Hydrocarbons (PAH) (ug/I)
Pesticides (total, mg/I) Absent Refer to WHO
guidelines for
drinking water
quality Vol.-I-1993
RADIO ACTIVITY
30. Gross Alpha activity (Bq/I) 0.1 0.1
31. Gross Beta activity (Bq/I) 0.1 1.0
The figures indicated under the column ‘Acceptable’ are the limits upto which
water is generally acceptable to the consumers.
Figures in excess of those mentioned under ‘Acceptable’ render the water not
acceptable, but still may be tolerated in the absence of an alternative and better source
but upto the limits indicated under column “Cause for Rejection” above which the sources
will have to be rejected.
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

31
It is possible that some mine and spring waters may exceed these radio activity
limits and in such cases it is necessary to analyses the individual radio-nuclide order to
assess the acceptability or otherwise for public consumption.
Sr. Divisional Manager
(Building Project-I)
Sl.
No
PROFORMA-'A'
CERTIFICATE OF LIST OF WORKS IN HAND
I/We do hereby certify that the following works have been executed by
me/us in the past.
Particulars
of works
now in
hand
Amount of
each work
Period which
the work is
stipulated to
be
completed
(in month)
Approximate value
of work done
against each work
on the date of
submission of
Tender
Deptt.
Under which
the work is
being taken
up.
Remark
s
1 2 3 4 5 6 7
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

32
I/We also note that, non-submission of this certificate may render my/our tender
liable for rejection.
Signature of the tenderer
Date________________
CERTIFICATE OF EMPLOYMENT OF UN-EMPLOYED GRADUATE
ENGINEERS/DIPLOMA HOLDERS
(For Special Class and 'A' Class Contractors only)
I/We do hereby certify that at present the following Engineering personnel are
working with me/in our firm/company and their bio-data are furnished below:
Sl.
No
.
Name of
Engineering
personnel
appointed for
supervising
contractor's
works with
address
Qualificat
ion
Date of
appointme
nt
Monthly
emolume
nt
Whether full
time
engagement
and
continuous
If they are
Superannuated/
Retired/ dismissed
or removed
personnel from
State Govt./
Central Govt./
Public sector
undertakings/
Private companies
and firms or any
one ineligible for
Govt. service.
1 2 3 4 5 6 7
I/We also note that non-submission of this certificate may render my/our tenders
liable for rejection.
Signature of the tenderer
Date________________
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

33
PROFORMA-'B'
CERTIFICATE OF LIST OF WORKS EXECUTED
I/We do hereby certify that the following works have been executed by
me/us in the past.
Sl.No.
Particulars of
works already
executed
Approximate
amount of
each work
Name of
Deptt.
under
which the
works were
executed
Period of
commencemen
t and period
of completion
Whether the
works were
completed in
stipulated
period
1 2 3 4 5 6 7
Remark
s
I/We also note that, non-submission of this certificate may render my/our tender
liable for rejection.
Signature of the tenderer
Date________________
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

34
WORK PROGRAMME
Name of the Work: Construction of Tourist Reception Centre at Saunleipitha in Ganjam
District. under Destination Development Scheme
Time
Description of work
1 st Month
2 nd Month
3 rd Month
4 th Month
5 th Month
6 th Month
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

35
TENDER SCHEDULE FOR THE WORK:- Construction of Tourist Reception Centre at
Saunleipitha in Ganjam District. under
Destination Development Scheme
Sl.
No
Description of Items Qnty. Unit Rate Amount
1 2 3 4 5 6
PUBLIC CONVENIENCE
1 Earthwork in excavation of foundation
trenches in ordinary soil including moorum
stoney earth and earth mixed with
boulders except sheet rock and boulders
requiring blasting including dressing of
sides and leveling the bed up to the
required depth and depositing the
excavated materials away from the work
site with all leads and lifts, including
shoring, shuttering and dewatering (if
required) with cost of labour, hire &
running charges of water pumps sundries &
T&P required for the work complete as
directed by the Engineer-in-charge. 345.09 Each Cum 39.09 13489.57
2 Supplying and filling in foundation trenches
and plinth, ditches with sand well watered
and rammed in layers not exceeding 23 cm.
In depth with all lead and lift including
cost, conveyance, loading, unloading,
royalties and taxes of all materials, cost of
all labour, sundries, T&P required for the
work etc. complete in all respect as per
specification and direction of Engineer-incharge.
(Measurement will be taken on
finished compacted section only). 1096.89 Each Cum 180.80 198317.71
3 Providing and lying plain cement concrete
of proportion (1:4:8) in foundation and
floors using Portland Slag Cement(PSC)
with 4 cm. Size black hard crusher broken
granite stone metal and screened and
washed sharp sand for mortar of approved
quality from approved quarry, washed and
cleaned including hoisting, lowering, laying
concrete, ramming, watering and curing
etc. complete to required levels laid in
layers not exceeding 15 cm thick in each
layer including cost, conveyance, loading, 87.28 Each Cum 2825.80 246635.82
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

36
unloading, royalties and taxes all materials
and cost all labours, sundries, T & P
required for the work including shoring,
shuttering and dewatering if required
including hire & running charges of water
pump complete as per specification and
direction of Engineer-in-charge.
4 Providing Random Rubble stone masonry in
cement mortar of mix (1:6) with Portland
slag cement (PSC) in foundation & plinth
with screened and washed sharp sand for
mortar of approved quality from approved
quarry and using black hard hand broken
granite stone free from weathered skins
of approved size, weight and quality from
approved quarry including providing key
stones in regular intervals for each layer
including splays cutting, circular moulding
and similar such type of works with all
necessary projections, champering and
corbelling, watering and curing etc. with all
cost, conveyance, royalties, loading &
unloading & tax of all materials and cost of
all labour, sundries, T & P required for the
work including hoisting, lowering,
dewatering if required etc. complete in all
respect as directed by Engineer-in-Charge 172.64 Each Cum 1802.80 311235.39
5 Providing, lifting, hoisting and laying
Reinforced cement concrete of M-200
grade as per approved designs and
drawings having a minimum compressive
strength (in work test) 200 Kg. / Square
cm. in 15 cm. cubes at 28 days after mixing
and test conducted in accordance with I.S.
516 using 12 mm. to 20 mm. size black hard
crushed broken granite stone chips and
screened and washed sharp sand for
mortar of approved quality from approved
quarry, washed and cleaned ( 20mm. size
chips not to exceeds 25 % ) to be mixed in
concrete mixture with Portland slag
cement (PSC) including hoisting, lowering,
laying and compaction concrete by using
vibrators, watering and curing for 28 days,
centering and shuttering then after
CONTRACTOR
36
Sr.DIVISIONAL MANAGER (B.P.)-I

dismantling and removing debris from the
work site and finishing the exposed
surface smooth providing grooves or beads
wherever necessary including cost,
conveyance, loading, unloading, royalties
and taxes of all materials and cost of all
labours, sundries, T & P required of the
work etc. complete in all respect as
directed by the Engineer-in-Charge. But
excluding cost and conveyance of M.S. rods
or Tor steel and binding wires and labour
charges for straightening, cutting, bending
etc. of M.S. rods or tor steel tying the
grills and placing in proper position.
a) Column base
37
i)Ground floor
b) Column
i)Ground floor
ii)First floor
c) Plinth band/ Grade beam
i)Ground floor
d) Lintel
i)Ground floor
ii)First floor
e) Beam
i)Ground floor
ii)First floor
f) Roof slab
i)Ground floor
ii)First floor
g) Staircase
i)Ground floor
h) Chajja
CONTRACTOR
37
27.59 Each Cum 4465.10 123192.11
7.52 Each Cum 6834.50 51395.44
1.60 Each Cum 7351.50 11762.40
21.38 Each Cum 4701.70 100522.35
3.95 Each Cum 6560.70 25914.77
0.63 Each Cum 7023.00 4424.49
14.53 Each Cum 6834.50 99305.29
1.96 Each Cum 7351.50 14408.94
28.9 Each Cum 6639.90 191893.11
3.38 Each Cum 7118.10 24059.18
1.08 Each Cum 6544.90 7068.49
Sr.DIVISIONAL MANAGER (B.P.)-I

38
i)Ground floor
ii)First floor
i)shelf
15.24 Each Sqm 534.00 8138.16
0.74 Each Sqm 585.60 433.34
Ground floor
4.49 Each Sqm 414.00 1858.86
6 Providing, fixing and placing of MS bars/
Tor steel (HYSD) for RCC work in all
floors of required diameter of approved
quality with straightening, Cutting,
bending, binding welding or jointing if
necessary, bending, binding, tying the grills
as required for R.C.C. works, providing fan
hooks where necessary and hoisting,
lowering and placing in proper position
according to approved designs and
drawings including cost, conveyance,
loading, unloading, taxes of M.S. rods or
Tor steel and binding wires of 18 to 20
gauge required for the work and cost of all
labour, sundries, T & P and scaffolding
complete in all respect as directed by the
Engineer-in-Charge ( payment will be made
according to the actual weight of M.S rod
/Tor steel consumed in the work and no
separate payment will be made towards
weight of binding wires which is to be
borne by the contractor at his own cost
i)Ground floor
111.56 Each Qntl 6270.40 699525.82
ii)First floor
10.06 Each Qntl 6276.80 63144.61
7 First class well burnt brick masonry using
K.B. bricks of size 23 cm. x 11 cm. x 8 cm.
Having crushing strength not less than 75
kg. Per Sqr. Cm. In cement mortar of mix
(1:6) with screened and washed sharp sand
for mortar after immersing the bricks for
6 (six) hours in water before use in
foundation and plinth for masonry work,
ornamental flower beds, plinth moulding
and similar such type of works with all
necessary projections, splays cutting,
circular moulding, corbelling, chamfering
watering and curing etc. including cost, 56.10 Each Cum 2530.60 141966.66
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

39
conveyance, loading, unloading, royalties
and taxes of all materials and cost of all
labour, sundries, T&P required for the
works etc. complete in all respect as per
specification and direction of Engineer-incharge.
8 First class well burnt brick masonry using
K.B. bricks of size 23 cm. x 11 cm. x 8 cm.
Having crushing strength not less than 75
kg. Per Sqr. Cm. In cement mortar of mix
(1:6) with screened and washed sharp sand
for mortar after immersing the bricks for
6 (six) hours in water before use in
superstructure for masonry work,
ornamental flower beds, plinth moulding
and similar such type of works with all
necessary projections, splays cutting,
circular moulding, corbelling, chamfering
watering and curing etc. including cost,
conveyance, loading, unloading, royalties
and taxes of all materials and cost of all
labour, sundries, T&P required for the
works etc. complete in all respect as per
specification and direction of Engineer-incharge.
i)Ground floor
ii)First floor
9 Providing 16mm thick cement plaster in all
floors at all height with cement mortar of
mix (1:6) with Portland slag cement (PSC)
and with screened and washed sharp sand
for mortar and finished smooth to the
rough surface of brick masonry walls after
racking out joints including watering and
curing rounding of corners etc. complete
with cost, conveyance, loading, unloading,
royalties and taxes of all materials, cost of
all labour, T&P, sundries and scaffolding
required for the work etc. with providing
grooves as directed by the Engineer-in-
Charge
i)Ground floor
ii)First floor
CONTRACTOR
39
57.07 Each Cum 2564.00 146327.48
21.87 Each Cum 2636.20 57653.69
470.59 Each Sqm 81.70 38447.20
116.28 Each Sqm 83.00 9651.24
Sr.DIVISIONAL MANAGER (B.P.)-I

40
10 Providing 12mm. thick cement plaster with
cement mortar of mix (1:6) in all floors
with Portland slag cement (PSC) with neat
cement punning and two coats of bitumen
painting over top of the walls complete
including watering and curing along with
the cost, conveyance, loading and unloading,
royalties and taxes of all materials and
cost of all labours, sundries, T&P and
scaffolding required for the work etc.
complete in all respect as directed by the
Engineer–in-Charge.
i)Ground floor 220.78 Each Sqm 60.90 13445.50
ii)First floor 100.21 Each Sqm 62.40 6253.10
11 Providing 6 mm. thick cement plaster with
cement mortar of mix (1:4) in all floors at
all height with screened and washed sharp
sand for mortar to ceiling plaster of roof
slab, staircase, landings, chajja and shelves
etc. including roughening, scraping,
chiseling, cleaning closed deep chipping
with slurry treatment and finished smooth
to all R.C.C surface including cost,
conveyance, loading, unloading, royalties
and taxes of all materials, cost of all
labour, sundries, T&P , scaffolding,
watering and curing etc. complete in all
respect as per specification and direction
of Engineer-in-charge.
i)Ground floor 283.60 Each Sqm 65.70 18632.52
ii)First floor 22.14 Each Sqm 66.70 1476.74
12 20mm. thick cement plaster in cement
mortar (1:6) finished smooth to stone
masonry after racking out joints including
watering & curing with cost, conveyance,
royalties, loading, unloading and taxes of all
materials and cost of all labour, T&P,
sundries, scaffolding etc. required for the
work as directed by the Engineer-in-
Charge. 138.79 Each Sqm 93.30 12949.11
13 Providing 20mm thick granite tile flooring
(using granite tile above 0.4 sqm ) of
approved quality, colour and size in floors,
treads on steps and landings in all floors at
all height on 25mm thick bed of cement
CONTRACTOR
40
Sr.DIVISIONAL MANAGER (B.P.)-I

41
mortar of mix (1:1) laid in proper slope and
gradient with screened and washed sharp
sand for mortar and grouted with neat
white cement slurry joining the tile with
neat white cement slurry mixed with
required quantities of pigments of
approved marks to match the shades of
the granite tile if required watering and
curing for 21 days, including cost,
conveyance, loading, unloading, royalties
and taxes of all materials, cost of all
labour, sundries, T&P required for the
work including rubbing mechanically and
wax polishing etc. complete in all respect
as per specification and direction of
Engineer-in-charge.
i)Ground floor 166.90 Each Sqm 2025.00 337972.50
ii)First floor 5.19 Each Sqm 2027.70 10523.76
14 Providing 10mm thick granite tile(using
granite tile above 0.1 Sqm. Up to 0.4 sqm )
of approved quality, colour and size in
Dadoes over 12mm thick cement plaster
1:3 (1 Cement: 3 Coarse sand) finished with
modular pointing in white cement & pigment
to match the shade of the tiles including
cost, conveyance, loading, unloading,
royalties and taxes of all materials, cost of
all labour curing sundries and T & P etc.
required for the work etc. complete as per
specification and direction of Engineer-incharge.
21.48 Each Sqm 1308.20 28100.14
15 Providing 30cmx30cm/40cmx40cm special
plain/printed series ceramic floor tiles of
premium grade having thickness 7mm to
8mm conforming IS13755 for ceramic tile
flooring of approved quality, colour and
size in floors, treads on steps and landings
in all floors at all height on 10mm thick bed
of cement mortar of mix (1:1) laid in proper
slope and gradiant with screened and
washed sharp sand for mortar and with
ordinary Portland slag cement (PSC)
grouted with neat white cement slurry
joining the tile with neat white cement
slurry mixed with required quantities of 45.23 Each Sqm 636.30 28779.85
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

42
pigments of approved marks to match the
shades of the ceramic tile if required ,
watering and curing for 21 days, including
cost, conveyance, loading, unloading,
royalties and taxes of all materials, cost of
all labour, sundries, T&P required for the
work including rubbing mechanically and
wax polishing etc. complete in all respect
as directed by the Engineer-in-charge.
16 Providing 20cmx30cm/20cmx20cm special
plain/printed series ceramic glazed wall
tiles of premium grade having thickness
6.5mm to6.7mm conforming IS 13753 of
approved make & shade in Dadoos over
12mm thick cement plaster 1:3 (1 Cement:
3 Coarse sand) finished with modular
pointing in white cement & pigment to
match the shade of the tiles including cost,
conveyance, loading, unloading, royalties
and taxes of all materials, cost of all
labour curing sundries and T & P etc.
required for the work etc. complete as per
specification and direction of Engineer-incharge.
119.88 Each Sqm 520.40 62385.55
17 Supplying, fitting and fixing well dressed
and well seasoned sal wood choukaths of
different length and 6.35cm. x 12.70cm.
sizes in all floors in proper position
including two coats coats of coaltaring to
wall and lintel side faces of choukaths
including cost of coaltar and labour for
coaltaring and fixing required nos. of W.I.
clamps to the choukaths with approved
qualities of screws including cost,
conveyance, loading, sundries, T&P required
for the work etc. complete in all respect as
directed by the Engineer-in-charge but
excluding the cost of W.I. clamps. 0.26 Each Cum 37316.90 9702.39
18 Supplying, fitting & fixing of Flush door
using 32mm thick BWR Block Board(I.S.I)
with 4mm thick teak wood veneer both side
including melamine polish etc complete with
Floor spring (make- Godrej),Door
stopper(DS1),Handel(Godrej make 10Ck
Universal Brass Handel Set) including 13.66 Each Sqm 5925.90 80947.79
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

43
necessary Hardware and other required
fittings complete in all respect with cost
of all materials and labour all taxes
,transportation and as per the drawings
given by Architect and the direction of the
Engineer -in- charge.
19 Providing and fixing factory made UPVC
frame with shutter for windows made of
UPVC extruded section having an overall
dimension, as below (tolerance ± 1mm) with
all thickness 2mm ± 0.2mm .Corners of the
door frame to be jointed with galvanized
brackets and stainless steel screws,
jointed and mired and plastic welded. The
hinge side vertical of the frame
reinforced by galvanized M.S tube of size
19mmx19mm and 1mm ± 0.1mm wall
thickness and 3 no stainless steel hinges
fixed to the frame complete as per
manufacture specification and direction of
Engineer in charge.(Extruded section
profile size 42x50mm) :(MAKE :LG or
equivalent ) complete in all respect as
directed by the Engineer-in-charge. 18.68 Each Sqm 5489.80 102549.46
20 Providing fitting and fixing of 30mm thick
factory made of solid panel PVC door
shutter ( conforming to criteria of testing
as per IS:4020 with upto date
amendments) of approved quality
consisting of frame made out of M.S. tubes
of 19 gauge thickness and size of 19mm x
19mm for stiles, and 15mm x 15mm for top
and bottom rails. M.S. frame shall have a
coat of steel primers of approved make
and manufacture. M.S. frame shall be
covered with 5mm thick heat moulded “
Rajshri” PVC ‘C’ channel of size 30 x 50mm
forming stiles, and 5mm thick, 75mm wide
PVC sheets for top rail, lock rail and
bottom rail on either side, and 10mm (5mm
x 2) thick, 20mm wide cross PVC sheet as
gap insert for top rail and bottom rail.
Paneling of 5mm thick PVC sheet to be
fitted in the M.S. frame welded/sealed to
the stiles and rails with 30mm wide x 5mm 14.63 Each Sqm 2506.00 36662.78
CONTRACTOR
43
Sr.DIVISIONAL MANAGER (B.P.)-I

thick PVC sheet beading on either side, and
joined together with solvent cement
adhesive etc. an additional 5mm thick PVC
strip of 20mm width is to be stuck on the
interior side of the ‘C’ channel using PVC
solvent adhesive including PVC door frame
(Choukhat) of PVC Hollow Door Frame of
size 50mmx47mm with a wall thickness of
5mm,made out of extruded 5mm rigid PVC
foam sheet, miter cut at two corners and
joined with 2nos. of 150mm long brackets
of 15x15mm M.S. square tube. The two
vertical door profiles are to be reinforced
with 19x19mm M.S. Square tube of 19
gauge, EPDM rubber gasket Weather seal
to be provided through out the frame. The
door frame shall be fixed to the wall using
65/100mm long M.S. Screws through the
frame by using PVC fasteners. A minimum
of 4nos. of screws to be provided for each
vertical member & minimum 2nos. for
horizontal member of approved quality
including drilling holes in masonry wall
with cost of all materials, rawlplug , screws
and other required fittings with cost of all
materials, all taxes, labour T & P etc
complete as per specification and direction
of Engineer –in-charge.
44
21 Supplying, fitting and fixing of Stainless
steel of 304 grade in hand railing using
50mm dia of 2mm thick circular pipe with
balustrade of size 32mm x 32mm x 2mm @
0.90mtr. C/C and stainless square pipe
bracing of size 32mm x 32mm x 2mm in 3
rows in stair case as per approved design
and specification, buffing, polishing etc.
with cost, conveyance, taxes of all
materials, T & P etc. required for the
complete in all respect as directed by the
Engineer-in-charge. 16.64 Each Rmt 3169.00 52732.16
22 French polishing two coats to Doors &
Windows with any approved polish or with
prepared polishing materials like sprit, lac
be required to give the best polished 8.10 Each Sqm 44.20 358.02
CONTRACTOR
44
Sr.DIVISIONAL MANAGER (B.P.)-I

45
surface to wood work after cleaning the
surface smooth including the cost,
conveyance, loading, unloading and taxes of
all materials and cost of all labour, T & P,
sundries required for the work complete in
all respect as directed by the Engineer-incharge.
23 Providing and painting two coats with
plastic emulsion paint of approved quality
and approved shade manufactured by
reputed manufacture like NEROLAC
/ASIAN /BERGER /DULOX or equivalent
to make in all floors at all height by making
the surface to the interior plastered
surface of wall smooth with a coat of
Acrylic Putty and primer of approved
quality including cost, conveyance, loading
and unloading and taxes of all materials,
cost of all labour, sundries, T & P,
scaffolding etc. required for the work and
complete in all respect as per specification
and direction of Engineer-in-charge.
i)Ground floor 665.17 Each Sqm 118.50 78822.65
ii)First floor 60.71 Each Sqm 119.30 7242.70
24 Wall painting two coats with 100% Acrylic
emulsion paint (1 st quality) exterior grade
(weather coat) of approved make & shade
manufactured by reputed manufacture like
NEROLAC /ASIAN /BERGER /DULOX or
equivalent to make an even finished
surface over a coat of primer with water
bond cement primer in all heights with all
scaffolding and staging charges including
cost, conveyance, taxes of all materials,
cost of all labour, etc. complete as per
specification and direction of Engineer-in-
Charge. 0.00
i)Ground floor 448.59 Each Sqm 56.50 25345.34
ii)First floor 170.65 Each Sqm 57.30 9778.25
PH
25 Supplying all material and labour tools and
plants & fitting, including testing & jointing
of the following Astral CPVC pipes and
fittings in SDR 11 and SDR 13.5 fittings
having ISI mark with points including
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

46
supply of pipe and pipes to lengths
including wastage providing necessary
offsets and long screw with extra socket
and jam nut including earthwork in
excavation of pipe line trenches in 0.3048
mtr. layers with fully watering and ramming
, providing pegs , threads, lights , barriers
etc., or fixing to walls & floors with supply
of holder-bat-clamps fixing wooden plugs
in walls complete as per I.S specification
including cost , conveyance and taxes of all
materials etc., complete and as per the
direction of Engineer-in-charge
(Make- Oriplast/ Supreme)
a) 20mm dia CPVC pipe 65.00 Each Rmt 94.60 6149.00
b) 40mm dia CPVC pipe 35.00 Each Rmt 219.00 7665.00
c) 50mm dia CPVC pipe 40.00 Each Rmt 356.40 14256.00
26 Providing fitting & fixing of the following
SWR U-PVC pipes as per IS-13592
(Oriplast/Supreme) and fittings as per IS-
14735 on the wall surface below the floor
and ground level for use as soil waste and
anti-syphonic pipes fixing the pipes and
fitting on the wall
a)75mm dia UPVC pipe 16.20 Each Rmt 123.80 2005.56
b)110mm dia UPVC pipe 70.00 Each Rmt 220.10 15407.00
27 Providing and fixing porcelain EWC with “P”
of “S” trap with vent horn ISI marked and
approved make (Hind ware- Cat. No-
92058)(S-22) coupled with 10 litres
capacity PVC cistern Florence (Pastel)
make Hindware model no-92122(White)of
approved make necessary bracket, screw
etc. complete with other components like
commode seat and lid, special attachment
for coupling the cistern on the top of EWC,
PVC water connection pipe, 450 mm long
cutting the floor and wall including mending
good the damages, including cost of all
materials as per direction E.I.C. 2 Each No 12908.60 25817.20
28 Providing and installing vitreous china
Orissa pattern water closet pan of Size
58cmx43cm of Hindware cat. No-20070)
with 10lt capacity cistern 100mm SCI P or
S trap complete including cost of all 5 Each No 3838.60 19193.00
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

47
materials, all taxes and as per direction of
E.I.C.
29 Providing and installing vitreous china Flat
back Large urinal ( Cat. No-60002, Pastel)
of Hindware with automatic flushing
cistern complete with all required fittings
including cost of all materials as per
direction E.I.C. 2 Each No 7297.30 14594.60
30 Providing and installing vitreous china
Counter Top basin of size 55cmx46cmof
Lara of make Hind ware cat. No-91039
Pastel ) complete including cost of all
materials, all taxes and as per direction of
E.I.C. 6 Each No 5393.60 32361.60
31 Providing and installing vitreous china wash
basin of size 46cmx36cm of WINDSOR of
make Hind ware cat. No-10036 Pastel)
with all fittings complete including cost of
all materials, all taxes complete as per PH
specification & direction of E.I.C. 1 Each No 2873.60 2873.60
32 Providing and fixing Concealed stop cocks
of make JAQUAR cat. No-KUB-35089
(KUBIX) with all fittings complete
including cost of all materials, all taxes
complete as per PH specification &
direction of E.I.C. . . 14 Each No 1528.10 21393.40
33 Providing and fixing Over Head Shower
150mm dia Round Shape Single flow with
Rubit Cleaning system (cat. No OHS-1803)
of JAQUAR with all fittings complete
including cost of all materials, all taxes
complete as per PH specification &
direction of E.I.C. 3 Each No 3250.80 9752.40
34 Providing and fixing of towel ring (cat. No -
AKB-35721 of JAQUAR ) with all fittings
complete including cost of all materials, all
taxes complete as per PH specification &
direction of E.I.C. 4 Each No 1047.00 4188.00
35 Providing and fixing of two way Bib cock
with wall flange (KUBIX ) (cat. No -AKB-
35041 of JAQUAR ) with all fittings
complete including cost of all materials, all
taxes complete as per PH specification &
direction of E.I.C. 8 Each No 1723.70 13789.60
36 Providing and fixing of Florentine Bib cock 1 Each No 1420.70 1420.70
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

48
with with Extended lever Handle & wall
flange (cat. No - FLR-5043, Jaquar) with
all fittings complete including cost of all
materials, all taxes complete as per PH
specification & direction of E.I.C.
37 Providing and fixing of click clark waste
32mm size Half Thread with 80 mm height
with wall flange (cat. No -ALD-709 of
JAQUAR ) with all fittings complete
including cost of all materials, all taxes
complete as per PH specification &
direction of E.I.C. 6 Each No 265.00 1590.00
38 Providing and fixing of Soap Dish (cat. No-
AKB-35731 of JAQUAR ) with all fittings
complete including cost of all materials, all
taxes complete as per PH specification &
direction of E.I.C. 15 Each No 921.20 13818.00
39 Providing and fixing of Toilet paper (cat.
No -AKB-35753 of JAQUAR) complete
including cost of all materials, all taxes
complete as per PH specification &
direction of E.I.C. 2 Each No 1148.50 2297.00
40 Providing and fixing of Hand
shower(Health Faucet) with 8mm dia
1metre long Flexible Tube with wall Hook
with NRV (Black Flow Preventer) (cat. No -
ALD-577 of JAQUAR) complete including
cost of all materials, all taxes complete as
per PH specification & direction of E.I.C. 2 Each No 1483.30 2966.60
41 Supply of all materials, labour, T&P , fitting
and fixing in all floors fixed type beveled
plate glass mirror of size 600mm x
450mm x 5.5mm thick best Indian make
,supply of 13mm thick asbestos backing and
CP Brass screw including cost conveyance,
taxes of all materials complete as per PH
specification and direction of Engineer-incharge(Make-Modi
Guard/Belgium) 6 Each No 500.00 3000.00
42 Providing and fixing of Brass/Gun metal
Full way Valve (Leader/Shakti/Laxmi or
equivalent) with C.I. wheel of approved
quality including jointing as per
specification complete including cost of all
materials, all taxes complete as per PH
specification & direction of E.I.C.
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

49
a) 50mm dia 4 Each No 2506.90 10027.60
b)25mm dia 7 Each No 647.20 4530.40
43 Providing and fixing of 125 mm dia CP
Grating of approved quality including cost
of all materials, all taxes complete as per
PH specification & direction of E.I.C. 11 Each No 59.35 652.85
44 Providing and fixing Marble Partition (
105cm x 60cm x1.8 cm) using 16mm thick
Marble Tile of approved quality etc.
complete including all fittings complete as
per PH specification and direction of the
Engineer-in-charge. 1.86 Each Sqm 631.20 1174.03
45 Providing and fixing C.P. Glass shelf of
Kubix (cat. No -AKB-35771) of Jaquar with
5mm thick Glass ,fixed to wall including
cutting the wall and making good the
damages, including cost of all materials
complete as per PH specification and
direction of Engineering-in-charge. 3 Each No 1502.00 4506.00
46 Supplying all materials , labour T&P and
fittings required for fixing of NP or CP
Brass or GM fixtures of following sizes and
specification with leak proof threaded
joints tightened with spun yarn and white
zinc or any other method as required as
directed including testing and rectification
of detects, after testing complete as per
direction of Engineer-in-charge.(Make-
Jaquar).
a) Providing and fixing 2’ Single Towel rail
of Kubix (cat. No -AKB-35711) of Jaquar
with all fittings complete including cost of
all materials, all taxes complete as per PH
specification & direction of E.I.C. 3 Each No 1199.00 3597.00
Physically Challanged
47 Providing and fixing Wall mounted Back
Support for Toilet Seat(-Model no-EGBS
020 WH of ENOX )with all fittings
complete with testing including cost of all
materials, labour, all taxes complete as
per PH specification & direction of E.I.C. 1 Each No 16100.00 16100.00
48 Providing and fixing Wall mounted shower
chair with Cushioning Device-(Model no-
EGBS 022 WH of ENOX) with all fittings
complete with testing including cost of all 1 Each No 41650.00 41650.00
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

50
materials, labour, all taxes complete as
per PH specification & direction of E.I.C.
49 Providing and fixing Wall mounted Toilet
Handle support for Multi function (Model
no-EGBS 002 WH of ENOX )with all
fittings complete with testing including
cost of all materials, labour, all taxes
complete as per PH specification &
direction of E.I.C. 1 Each No 15750.00 15750.00
50 Providing and fixing Wall mounted
Surface Finger Grip Support Handle
(Model no-EGBS 009 WH-300 of ENOX)
with all fittings complete with testing
including cost of all materials, labour, all
taxes complete as per PH specification &
direction of E.I.C. 1 Each No 2975.00 2975.00
SEPTIC TANK
51 Earthwork in excavation of foundation
trenches in ordinary soil including dressing
of sides and leveling the bed up to the
required depth and depositing the
excavated materials away from the work
site with all leads and lifts, including
shoring, shuttering and dewatering (if
required) with cost of labour, hire &
running charges of water pumps sundries &
T&P required for the work complete as
directed by the Engineer-in-charge. 41.33 Each Cum 39.09 1615.59
52 Supplying and filling in foundation trenches
and plinth, ditches with sand well watered
and rammed in layers not exceeding 23 cm.
In depth with all lead and lift including
cost, conveyance, loading, unloading,
royalties and taxes of all materials, cost of
all labour, sundries, T&P required for the
work etc. complete in all respect as per
specification and direction of Engineer-incharge.
(Measurement will be taken on
finished compacted section only). 3.02 Each Cum 180.80 546.02
53 Providing and lying plain cement concrete
of proportion (1:2:4) in foundation and
floors using Portland Slag Cement(PSC)
with 12 mm. Size black hard crusher
broken granite stone metal and screened
and washed sharp sand for mortar of 2.02 Each Cum 4384.80 8857.30
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

approved quality from approved quarry,
washed and cleaned including hoisting,
lowering, laying concrete, ramming,
watering and curing etc. complete to
required levels laid in layers not exceeding
15 cm thick in each layer including cost,
conveyance, loading, unloading, royalties
and taxes all materials and cost all labours,
sundries, T & P required for the work
including shoring, shuttering and
dewatering if required including hire &
running charges of water pump complete as
per specification and direction of
Engineer-in-charge.
54 Providing, lifting, hoisting and laying
Reinforced cement concrete of M-200
grade in plinth protection as per approved
designs and drawings having a minimum
compressive strength (in work test) 200
Kg. / Square cm. in 15 cm. cubes at 28 days
after mixing and test conducted in
accordance with I.S. 516 using 12 mm. to
20 mm. size black hard crushed broken
granite stone chips and screened and
washed sharp sand for mortar of approved
quality from approved quarry, washed and
cleaned ( 20mm. size chips not to exceeds
25 % ) to be mixed in concrete mixture
with Portland slag cement (PSC) including
hoisting, lowering, laying and compaction
concrete by using vibrators, watering and
curing for 28 days, centering and
shuttering then after dismantling and
removing debris from the work site and
finishing the exposed surface smooth
providing grooves or beads wherever
necessary including cost, conveyance,
loading, unloading, royalties and taxes of all
materials and cost of all labours, sundries,
T & P required of the work etc. complete in
all respect as directed by the Engineer-in-
Charge. But excluding cost and conveyance
of M.S. rods or Tor steel and binding wires
and labour charges for straightening,
cutting, bending etc. of M.S. rods or tor
51
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

52
steel tying the grills and placing in proper
position.
a) Raft 1.89 Each Cum 4465.10 8439.04
b)Wall 5.75 Each Cum 6206.40 35686.80
c) Roof slab 1.26 Each Cum 6639.90 8366.27
55 Providing, fixing and placing of MS bars/
Tor steel (HYSD)(TATA/SAIL) for RCC
work of required diameter of approved
quality with straightening, Cutting,
bending, binding welding or jointing if
necessary, bending, binding, tying the grills
as required for R.C.C. works, providing fan
hoocks where necessary and hoisting,
lowering and placing in proper position
according to approved designs and
drawings including cost, conveyance,
loading, unloading, taxes of M.S. rods or
Tor steel and binding wires of 18 to 20
gauge required for the work and cost of all
labour, sundries, T & P and scaffolding
complete in all respect as directed by the
Engineer-in-Charge ( payment will be made
according to the actual weight of M.S rod
/Tor steel consumed in the work and no
separate payment will be made towards
weight of binding wires which is to be
borne by the contractor at his own cost 8.04 Each Qntl 6270.40 50414.02
56 Providing 12mm. thick cement plaster with
cement mortar of mix (1:4) in all floors
with Portland slag cement (PSC) and with
screened and washed sharp sand for
mortar with neat cement punning for
skirting finished smooth to brick walls in
dadoes and skirting after racking out the
joints including watering and curing
complete with cost, conveyance, loading
and unloading, royalties and taxes of all
materials, cost of all labour, sundries, T&P,
scaffolding required for the work etc.
complete in all respect as directed by the
Engineer-in-Charge. 32.04 Each Sqm 83.80 2684.95
57 Providing 20mm OMS step iron as per
design and drawing complete including cost
conveyance, taxes of all materials, labour,
T & P, loading and unloading etc. complete 11 Each No 150.00 1650.00
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

53
as per specification and direction of
Engineer-in-charge.
58 Making soak pit 1.2m diameter 2.59 m deep
with 45x45 cm dry brick honey comb
shaft with bricks of class designation 75
and S.W. drain pipe 100 mm diameter ,1.8
m long complete as per standard design.
With F.P.S. brick including cement
concrete cover etc. completein all respect
with all cost, conveyance, royalties, loading
& unloading & tax of all materials and cost
of all labour, sundries, T & P required for
the work including hoisting, lowering,
dewatering if required etc. complete in all
respect as directed by Engineer-in charge. 3 Each No 9900.00 29700.00
59 Supplying all materials, labours, T&P and
constructing gully trap chamber of
250mmx250mm inside size with 8cm thick
RCC precast cover slab in cement concrete
(1:2:4) mix using 12mm size hg chips,
foundation concrete (1:4:8) using 40mm
size hard granite metal on bed and around
trap, KB brickwork in cement mortar (1:6)
in F&P and inside 12mm thick cement
plaster in cement mortar (1:3) finished
with a floating coat of neat cement
including fixing 100mmx100mm size HCI
gully trap,150mm x150mm size CI grating
etc all complete as per approved drawing,
PH specification and direction of Engineerin-charge.
10 Each No 903.70 9037.00
60 Constructing brick masonary Manhole
chamber with 75 class designation bricks
in cement mortar 1:4 (1 cement :4 coarse
sand) R.C.C top slab with 1:2:4mix(1
cement:2 coarse sand :4 graded stone
aggregate 20 mm nominal size, foundation
concrete 1:4:8 (1 cement:4 coarse sand : 8
graded stone aggregate 40 mm nominal
size) inside plastering 12 mm thick with
cement mortar 1:3(1 cement :3 coarse sand
) finished with floating oat of neat cement
and making channels in cement concrete
1:2:4 (1 cement :2 coarse sand :4 graded
stone aggregate 20 mm nominal size ) 15 Each No 6141.90 92128.50
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

54
finished with a floating coat of neat
cement complete as per standard design.
Inside dimensions 900 mmx900mmx750mm
deep including C I cover with frame (light
duty 455x610 mm internal dimensions total
weight of cover and frame to be not less
than 38 kg ( weight of cover 23 kg and
weight of frame 15 kg) /RCC Precast Slab
with F P S brick. as per approved drawing,
PH specification and direction of Engineerin-charge.
61 Providing and fixing 2000 litres capacity
P.V.C Over head (Sintex make)tank over
RCC(1:1.5:3) Staging with all piping and
valve arrangement with all labour &
materials ,including cost, T&P , scaffolding
etc., complete as directed by the Engineerin-charge.
2 Each No 11000.00 22000.00
ELECTRICAL WORK
62 Recessed wiring to light point with 1.5
sq.mm FR PVC insulated single core
multistrand copper conductor of ISI
marked with 20 mm dia non-metallic PVC
flexible conduit with S.P. 5 / 6 amps, one
way modular switch, ISI marked type
switch, Modular base & cover for 1 module,
Modular G.I. box for 2 module 18 SWG ISI
marked and ceiling rose ISI marked
mounted on MS box having front Bakelite
cover of suitable size , MS box with 1.5
sq.mm FR PVC insulated single core multi
strand copper conductor as earth wire
including all accessories and connection as
per direction of Engineer in Charge. ( Make
of wire Finolex/ L&T / Anchor / Havels / V
Guard )
Group-A 10 Each No 467.00 4670.00
Group-B 12 Each No 566.00 6792.00
Group-C 12 Each No 700.00 8400.00
63 Recessed wiring to ceiling fan point with
1.5 sq.mm FR PVC insulated single core
multi strand copper conductor of ISI
marked with 20 mm dia non-metallic PVC
flexible conduit with S.P. 5 / 6 amps, one
way modular switch, ISI marked type
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

55
switch, Modular base & cover for 1 module,
Modular G.I. box for 2 module 18 SWG ISI
marked and ceiling rose ISI marked
mounted on MS box having front Bakelite
cover of suitable size , MS box with 1.5
sq.mm FR PVC insulated single core multi
strand copper conductor as earth wire
including all accessories and connection as
per direction of Engineer in Charge. ( Make
of wire Finolex/ L&T / Anchor / Havels / V
Guard )
Group-B 6 Each No 566.00 3396.00
Group-C 6 Each No 1063.00 6378.00
64 Recessed wiring to exhaust fan point with
1.5 sq.mm FR PVC insulated single core
multistrand copper conductor of ISI
marked with 20 mm dia non-metalic PVC
flexible conduit with S.P. 5 / 6 amps, one
way modular switch, ISI marked type
switch, Modular base & cover for 1 module,
Modular G.I. box for 2 module 18 SWG ISI
marked and ceiling rose ISI marked
mounted on MS box having front Bakelite
cover of suitable size , MS box with 1.5
sq.mm FR PVC insulated single core
multistrand copper conductor as earth wire
including all accessories and connection as
per direction of Engineer in Charge. ( Make
of wire Finolex/ L&T / Anchor / Havels / V
Guard ) including cost, all taxes complete in
all respect as per specification and
direction of Engineer-in-charge
Group-A 9 Each No 467.00 4203.00
65 Recessed wiring to submain in 2 x 2.5
sq.mm FR PVC insulated single core
multistrand copper conductor of ISI
marked confirming to IS-694/1990 in 20
mm dia non-metallic heavy duty flexible
conduit 1.6 mm thick along with 1 x 1.5
sq.mm FR PVC insulated single core
multistrand copper conductor as earth wire
as required.(Make of wire
Finolex/L&T/Anchor/Havels/V Guard)
including cost, all taxes complete in all
respect as per specification and direction 150.00 Each Mtr 96.00 14400.00
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

56
of Engineer-in-charge
66 Recessed wiring for power plug with 2 x 4
sq.mm FR PVC insulated single core multi
strand copper conductor of ISI marked
with 20 mm dia non-metallic PVC flexible
conduit along with 1 x 2.5 sq.mm FR PVC
insulated single core multistrand copper
conductor for loop earthing as required. (
Make of wire Finolex / L&T /Anchor /
Havels / V Guard ) including cost, all taxes
complete in all respect as per specification
and direction of Engineer-in-charge 120.00 Each Mtr 133.00 15960.00
67 Recessed wiring for power plug with 4
x6sq.mm FR PVC insulated single core multi
strand copper conductor of ISI marked
with 20 mm dia non-metallic PVC flexible
conduit / casing caping along with 1 x 2.5
sq.mm FR PVC insulated single core multi
strand copper conductor for loop earthing
as required. ( Make of wire Finolex / L&T
/Anchor / Havels / V Guard ) 15.00 Each Mtr 275.00 4125.00
68 Recessed wiring for power plug with 2
x6sq.mm FR PVC insulated single core
multistrand copper conductor of ISI
marked with 20 mm dia non-metallic PVC
flexible conduit / casing caping along with 1
x 2.5 sq.mm FR PVC insulated single core
multistrand copper conductor for loop
earthing as required. ( Make of wire
Finolex / L&T /Anchor / Havels / V Guard ) 15.00 Each Mtr 156.50 2347.50
69 Point wiring for 5 / 6 amp mudolar socket
outlet with 2 x 1.5 sq.mm FR PVC insulated
single core multi strand copper conductor
of ISI marked in recess 20 mm dia nonmetallic
PVC flexible conduit with modular
type switch ,phenolic laminated sheet
suitable size ISI marked MS box and
earthing point with 1 x 1.5 sq.mm FR
PVCinsulated single core multistrand
copper conductor for loop earthing etc. as
required. ( Make of wire Finolex /L&T /
Anchor / Havels / V Guard ) 8 Each No 652.00 5216.00
70 Supply and fixing a set of 1 no modular grid
plate mounted 240 volt 6 amp 4 pin
universal round/flat pin combined 6 Each No 463.00 2778.00
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

57
shuttered socket outlet with 240 volt 6
amp control switch, all housed in a 3 module
recessed zinc chromate passivated MS box
including moulded cover plate etc. complete
as required.
71 Supply and fixing a set of 1 no modular grid
plate mounted 240 volt 6/16 amp 4 pin
universal round/flat pin combined
shuttered socket outlets each with 240
volt 16 amp control switch, all housed in a
single 4 module recessed zinc chromate
passivated MS box including one moulded
cover plate etc. complete as required. 2 Each No 632.00 1264.00
72 Supplying and fixing of 15A /16A Modular
Switch with 4 Modular metal box with
cover of in Recess including providing and
fixing connection, etc as required.(For
plugs to be used in non residential
buildings) including cost, all taxes complete
in all respect as per specification and
direction of Engineer-in-charge 4 Each No 354.00 1416.00
73 Supplying and fixing of 15A /16A Modular
socket with 4 Modular metal box with
cover of in Recess including providing and
fixing connection, etc as required.(For
plugs to be used in non residential
buildings) including cost, all taxes complete
in all respect as per specification and
direction of Engineer-in-charge 4 Each No 414.00 1656.00
74 Supply, Installation, Testing, and
commissioning of ceiling fan 1200 mm
sweep 230/250 volts, 50HZ complete with
suitable, clamp, down rod, blades, canopy,
rubber, shackle, and connections with 1.5
sq.mm PVC insulated copper conductor
cable etc as required. ( Havells SS 390/
Equivalent) 12 Each No 2601.00 31212.00
75 Supply, Installation, Testing, and
commissioning of Exhaust fan 250mm dia
900mm suitable to work on 230/250 volts,
50HZ complete with mounting frame and
louvers including making the hole to suit
the size of above fan, making good the
damage, connections, with 1.5 sq.mm PVC
insulated, copper conductor, single core 9 Each No 1809.00 16281.00
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

58
cable etc including all accessories and
connection as per direction of Engineer in
Charge.
76 Supplying & fixing of15W CFL TARNADO
(Philips) etc. complete. 16 Each No 210.00 3360.00
77 Supply & Fixing of 1 x 28 watt T5 4' long
flouroscent tube light fitting on wall
surface complete with 1 no of 28 watt T5
tube of approved make complete with all
other necessary fixing materials including
termination and labour.(Make : Phillips /
Equivalent) 15 Each No 957.00 14355.00
78 Supply & fixing of 4 way, Triple pole and
Neutral, sheet steel MCB double door
distribution box complete with tinned
copper busbar, neutral link, earth bar, din
rail, detachable gland plate including 1 no.
of 63A TPN MCB as I/C , 8 no. of 6/10
Amps, 10kA rating, 240Volts, Single pole
Miniature Circuit Breaker in each phase as
O/G of approved make complete with
connections, testing and commissioning &
all other required materials etc including
all accessories and connection as per
direction of Engineer in Charge. 1 Each No 5242.00 5242.00
79 Supply & fixing of 2 way, Single pole and
Neutral, sheet steel MCB double door
distribution box complete with tinned
copper busbar, neutral link, earth bar, din
rail, detachable gland plate including 1 no.
of 63A TPN MCB as I/C , 10no. of 6/10
Amps, 10kA rating, 240Volts, Single pole
Miniature Circuit Breaker in each phase as
O/G of approved make complete with
connections, testing and commissioning &
all other required materials etc including
all accessories and connection as per
direction of Engineer in Charge. 1 Each No 3763.00 3763.00
80 Providing and making earth pits including
the cost of 2mm thick 2.5 mtr. long 50 mm
dia pipe, CI funnel with wire mesh charcoal,
salt, all earth work, masonry enclosure with
CI frame & 300 mm x 300 mm cover plate
having locking arrangement complete as per
IS 3043:1987 for LT Panel including all 2 Each No 3000.00 6000.00
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I

59
accessories and connection as per direction
of Engineer in Charge.
81 Supplying and laying of the following
earthling clamped to wall with suitable
clamps saddles and fixing bolts/ in ground
including the cost of digging and back
filling with sand and brick protection as
required and complete as required including
all accessories and connection as per
direction of Engineer in Charge.
19 mm x 3 mm GI strip 25.00 Each Mtr 79.50 1987.50
82 Supply & lying with following 1.1 kv grade
XLPE / PVC insulated, PVC sheathed AYFY
Al conductor cable of approved make in
existing cable trance / direct laying
complete with dressing etc along with
other necessary materials and labour
including all accessories and connection as
per direction of Engineer in Charge.
3.5c x 25 sq.mm 1.1kv grade AYFY AL.
cable 50.00 Each Mtr 322.00 16100.00
83 Supply , Installation, testing &
commissioning of the following indoor wall
mounted type L.T Distribution panel board
of 415V , 50Hz. Power supply made out of
1.6mm thick CRCA steel duly de rusted &
painted with two coats of light grey &
enamel paint of approved shade over a coat
of primer, dust, damp & vermin proof,
cubicle fixed on M.S angle channel base,
having compartmental arrangement for
each equipment and suitable size of
Aluminium bus bar having provision for
cable entry at bottom, providing Earthling
point to terminate 19mm x 3mm G.I flat,
Nomenclature plate, Enameled danger
board, earthling studs as per specification
mentioned below duly factory wired
confirming to the relevant ISS including all
accessories and connection as per direction
of Engineer in Charge.
a)One no of 200Amp 16kA 4P MCCB.
b)1 set of 3 ph. 25 x 6 mm size cu. Bus bar
(250A)
c)One no of 63Amp 4P Change over.
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d)1 set of 3 ph. 25 x 6 mm size cu. Bus bar
(100A)
e)3 nos. of 100 Amp TPN MCB.
f)3 nos. of 32 Amp TPN MCB.
The panel board should contain Toggle
switch, 3 ph.(R,Y,B) Indicator, Voltmeter
(0-500v), Ammeter (0-100A) with Selector
Switch & 3 nos. of 100/5 A CT of
approved make should be fixed in wall at a
suitable place along with other necessary
materials and labour. 1 Each No 48500.00 48500.00
84 Supply , Installation, testing &
commissioning of 9mtr long tubular pole of
size 5''x4''x3'' with round type head
braket of 2''dia GI Bracket with provison
for 4nos light fittings as per approved
make & Model as per specification and
direction of Engg –in- Charge. 3 Each No 25000.00 75000.00
85 Supply , Installation, testing &
commissioning Non integral floodlight
luminaries with pressure die cast aluminium
housing and heat resistant toughened flat
glass (IP 65) complete with external single
CG BoxRVP302 2xSONT400W*
2xSONT400W (Phillips) as per approved
make & Model as per specification and
direction of Engg –in- Charge. 12 Each No 15500.00 186000.00
86 Supply of 10 sq.mm 2 core PVC Armoured
Cables ISI Marked as per approved make &
Model as per specification and direction of
Engg –in- Charge. 300.00 Each Mtr 115.00 34500.00
87 Laying of one number of PVC insulated and
PVC seatheled / XLPE power cable of 1.1
KV grade of size not exceeding 25 sq.mm
direct in ground including excavation, sand
Cushing, protective covering and refilling
the trench etc. as required. 300.00 Each Mtr 75.00 22500.00
88 Supply and installation of Floor type
outdoor panel board 100 AMP DP Switch
and 100A DP CUPPER BUS BAR ISI
Marked as per approved make & Model as
per specification and direction of Engg –in-
Charge. 1 Each No 15000.00 15000.00
DEEP TUBE WELL
89 Labour for drilling a perfectly bore hole
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for specified dia for specified depth below
G.L through consolidated and
unconsolidated rocks with fast drilling
sophisticated DTH/combination rig to suit
the site condition as per the direction of
the Engineer-in-charge including use of
own Rigs with it accessories, T&P
consumables etc.,for lowering of 200mm
dia GI/PVC pipe for housing fitted with
socket and with or without well screen as
per necessity for soft , medium, hard &
boulder formation (GI/PVC/MS casing pipe
if required to prevent collapse of over
burden is to be provided by the contractor
including lowering and withdrawing after
completion of Tube well) 200mm doa to
400mm dia in overburden portion including
packing of gravel etc. complete as per
direction of Engineer-in-charge.
a) 200 mm dia
1) 0 Mtr to 30 Mtr 30.00 Each Mtr 748.00 22440.00
2) 30 Mtr to 164 Mtr 134.00 Each Mtr 828.00 110952.00
90 Lowering the following size of G.I.
/PVC/MS housing pipe with or without
slotted pipes as per the necessity from
ground level up to 45mtr depth fitted and
fixed up in perfectly vertical position
including cutting & threading of pipes &
slotted pipes & supplying & fixing all
jointing materials, tools & plant etc. all
complete & keeping the top of casing pipe
threaded including plugging tube-wells to
prevent entry of foreign materials and
keeping the casing pipe 1.00mtr above GL.
etc. complete as per direction of Engineerin-charge.
a) 200 mm dia
1) 0 Mtr to 30 Mtr 30.00 Each Mtr 76.00 2280.00
2) 30 Mtr to 120 Mtr 90.00 Each Mtr 99.00 8910.00
91 Cleaning and developing the tube well with
their own compressor continuously worked
till clear and adequate discharge is
obtained from the tube well including
supply and use of all necessary equipments
and labour as per direction of Engineer-in- 1 Each No 2895.00 2895.00
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charge.
92 Supplying all materials, labour, T&P and
providing sanitary sealing by cement
concretes grouting of annular space around
G.I./PVC/M.S. Housing pipe up to 5 meters
below G.L. to plug the bore including cost
of cement etc all complete as per the
direction of Engineer-in-charge minimum
one mtr casing pipe to be inserted in the
bore into the rock at the bottom to ensure
sanitary sealing. 1 Each No 999.00 999.00
93 Supplying all materials, labour, T&P for
fitting and fixing of PVC casing pipe
(ASTM D 1785 Sch-80) of following dia
with socket including cost of all materials,
all taxes, all labour, transportation to sites
etc. complete as per PH specification &
direction of Engineer-in-charge
(Oriplast/Finolex or Equivalent).
150 mm dia PVC Pipes 120.00 Each Mtr 1030.00 123600.00
94 Supplying fitting, fixing of 5.00 HP
submersible pump TEXMO Make ( model
No: TRF -2025S+SF037) or Equivalent
including cost of all materials,
transportation and taxes of pump etc.
complete as per PH specification &
direction of Engineer-in-charge. 1 Each Set 24450.00 24450.00
95 Supplying all materials, labour, T&P for
fitting and fixing of required control panel
of approved quality including DOL starter
with indicator 32 Amp TPN main switch
including connection, installation etc. all
complete as per specification & direction
of Engineer-in-charge. 1 Each Set 2250.00 2250.00
96 Supplying, fitting and fixing of 3core flat
industrial cable for submission conforming
to IS 694 Flexible 1100V. To IS 694.
including all cost of material, labour, T&P
etc all complete.(Make:Havels/ Finolex or
Equivalent. 80.00 Each Mtr 139.60 11168.00
97 Supplying all materials, labour, T&P for
fitting and fixing of HDPC pipe of approved
quality as directed by Engineer-in – charge.
a) 40 mm dia HDPC Pipes 45.00 Each Mtr 63.00 2835.00
98 Supplying, fitting, fixing of S.S tapper 1 Each Set 1600.00 1600.00
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Sr.DIVISIONAL MANAGER (B.P.)-I

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2nos of 0.45mtr long M.S supporting
clamps with M.S nuts & bolt and 200mm
tube well cover & cap suitable for the
above pump sets.
Total-Rs. 49,79,240.06
Say Rs. 49,79,000.00
(Rupees Forty nine lakh Seventy nine thousand) only.
Total: 98 (Ninety eight) Items only.
N.B: The tenderer is required to quote only the percentage excess or less over the
estimated cost here-below both in words and figures:
( )
(In figures)
(In words)
NO. OF CORRECTIONS ………………………IN ITEM NO………………….
NO. OF OVERWRITING……………………….IN ITEM NO…………………
NO. OF INTERPOLATIONS…………………IN ITEM NO………………….
CONTRACTOR
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Sr.DIVISIONAL MANAGER (B.P.)-I