608c4 Addendum 2 Final

DELHI METRO RAIL CORPORATION LIMITEDSTAGE I OF JAIPUR METRO

Contract : JP/EW/C4

Civil works for construction of Depot cum Workshop at Mansarover on

East – West Corridor for Stage – I of Jaipur Metro.

ADDENDUM No. 2

Summary Sheet

Sl.No.

TenderDocument

Page no. Clauseno./Item no.

Addendum /Corrigendum

Remarks

1. Vol.-1 NIT 10 Clause 2.2.1 bClause 2.2.1 b

modifiedReplace page 10

with 10 R

2. Vol.-1 NIT 12 Clause 2.2.3 iClause 2.2.3 I


with 12 R

3. Vol.-1 NIT 17 Clause 2.11Clause 2.11


with 17R

4. Vol.-1 ITT 9 Clause 10.5Clause 10.5modified.

Replace page 9with 9R

5. Vol.-1 ITT 20Form of Tender

Page 3 of 3

Form of TenderPage 3 of 3modified


6.Vol.-2TechnicalSpecifications

44 Clause 17.1 (1)Clause 17.1 (1)

deletedReplace page 44

with 44R

7.

Vol. 4 BOQ

Volume 4 is replaced with Revised Volume 4(incorporating the following changes)

8. 3Abstract of

BOQAbstract of BOQ


with 3R

9. 4SummaryStructural

Works

SummaryStructural Works

modified


10. 15 Total amountTotal amount


with 15R

11. 31 Item 9.2 & 9.6Item 9.2 & 9.6


with 31R

12. 32SummaryPlumbing

Works

SummaryPlumbing Works

modified


13. 42 Item 10 unitItem 10 unit


with 42R

14. 50Item 4 and

Total amountItem 4 and Totalamount modified


15.Vol.-5Drawings

08 (Eight) new drawings introduced

16. List of approved makes17. Soft Copy of Depot Layout Plan

Contract JP/EW/C4: (Notice Inviting Tender)

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a. Site clearance and dismantling of obstructions etc., before commencement of work as

specified or as directed;

b. True and proper setting out and layout of the Works, bench marks and provision of all

necessary labour, instruments and appliances in connection therewith as specified or

as directed;

c. Filling – with good earth & with available earth of DMRC.

d. Provision of open foundation/ raft slab/pile foundation /slab for different structures i.e.

Workshop/Inspection shed, Stabling sheds, Depot Control Centre, ETU Workshop,

P.Way office, DCOS stores, Time and security office, underground water tanks, two

level parking basement and property deck in stabling area etc. up to the minimum

founding depths in accordance with the actual soil parameters as obtained from

detailed sub-surface exploration as specified or directed. Any additional investigations

required for contractors arrangements will have to be done at the contractor’s cost.

Suggested method is indicated in the drawings; however the methodology is required

to be approved by DMRC before carrying out the works in this stretch.

Adequate arrangements will have to be done by the contractor to stabilize the edge of

excavated earth for raft/open foundation

All disposable excavated material shall be collected and transported for disposal in

specified area or at any other land fill sites approved by relevant authorities.

e. Provision of column, floor beams and slabs ,lintels , chajjas , staircases,

coping, facia’s, drop pardis, mullions, cornices , overhead liquid retaining

structures etc as specified or as directed.

f. Staircases in steel/ concrete as per details shown in tender drawings and as

directed by the Engineer.

g. Precast boundary wall with approved groove.

h Flexible and rigid pavement for arterial and feeder roads.

i Plinth protection work

j. Clearing of site and handing over of all the Works, as specified or as directed;

k. All aspects of quality assurance, including testing of materials and other

components of the work, as specified or as directed;

l. Maintenance of the completed Work during the period as specified;

m. Submission of completion (i.e. 'as-built’) drawings and other related

documents as specified; and

n. Any other item of work as may be required to be carried out for completing the work

under this Contract in all respects in accordance with the provisions of the Contract

and/or to ensure the structural stability and safety during and after construction.

o. Identification of utilities and diversions of the utilities coming in foundation area

wherever required including protection during construction is included in the scope of

work and shall be paid separately under relevant BOQ item. This shall be done with


12R

appliances as per requirement, soil & waste pipe and disposal of sewage into

local bodies sewer lines or by other alternative method.

ii. Storm water drainage system including drainage of the roof and railway

tracks consisting of vertical rain water pipes and open and underground

drainage system.

iii. Plumbing & sanitary works for coach washing, bogie washing and other

washing facilities in the Depot including provision of water tanks, pumps,

supply pipes & drainage pipes.

iv. Bore wells and related electrical pumps.

v. Water treatment plants

vi. Effluent treatment plant

vii. Compressed air system

The work is to be constructed and maintained as per the relevant Codes, CPWD

Specifications, Special Specifications, Tender drawings as per Vol. –I of the tender

documents or as directed by the Engineer

2.2.4 The value of the work shall be on rates accepted as per BOQs in letter of acceptance

subject to such additions thereto or deductions there from as may be made under the

provisions of the Contract.

The rates shall be inclusive of all cost but not limited to the cost such as for Plants,

Equipments, tools, all type of labors, supervision, all materials from the source of

supplies as approved by Engineer/Employer including all lead and lifts, transport, all

temporary works, erection, maintenance, contractors profits&

establishment/overheads together with preparation of designs and drawings

pertaining to casting yard etc ,all general risks, taxes, royalties, duties, labour cess,

octroi and other levies, insurance liabilities and all other obligations set out or implied

in the contract for completion of work except otherwise specified in Bill of Quantities.

2.3 Interfaces Work

In addition the Contractor shall be required to carry out various miscellaneous works

as per interfacing requirements.

The Scope of Work for various interfacing works for other Contracts e.g. Signalling

and Telecommunication, Traction Power & Power Distribution, Track work, Rolling

Stock, Pre Engineered buildings etc. shall be but not limited to as described below:

2.3.1 Interface with E & M works:

E& M works of the depot are to be executed by a separate E&M contractor. Civil

contractor shall ensure efficient interface and coordination with E & M contractor

concerning Electrical, Fire Fighting and Hydraulic works in various sections within the

Depot.


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2.9 Preliminary Drawings

Preliminary drawings as listed in Volume -V represent Employer’s proposal based on

preliminary design. Detailed working drawings will be given for construction of work

subsequently.

2.10 Construction Depot

For casting yard, batching plant and other activities land of suitable size as per

contractors plan accepted by DMRC shall be made available in the Depot area itself.

Contractor should plan execution of work accordingly.

2.11 Time Schedule

The agency shall submit with the tender "Time Schedule" for completion of various

portions of works. This schedule is to be within the overall completion period of 18

months. The intermediate milestones as mentioned in clause 17.0 of ‘Special

Conditions of Contract’ are to be indicated specifically in the time schedule. The

detailed programme in the form of a quantified bar chart or CPM network shall include

all activities from start to completion.

SECTION 3

TENDER PRICES AND SCHEDULE OF PAYMENT

3.1 Tender Prices

3.1.1 a. Unless explicitly stated otherwise in the Tender Documents, the contract shall be

for the whole works, based on the Bill of Quantities and payment shall be as per

accepted rates of Contract.

b. All duties, taxes, fees, octroi, Labour cess and other levies, payable by the

Contractor under the Contract shall be included in the total Contract Price

submitted by the Tenderer, except Rajasthan VAT and Entry tax which shall be

reimbursed by DMRC on actuals against documentary proof based on tax invoices

raised by the tenderer.

c. The evaluation of the Tender by the Employer shall be made on the basis of

quoted rates only.

d. The Contract Price quoted by the Tenderer is subject to adjustment during the

performance of the Contract in accordance with the provisions of Clauses 66.0

and 67.0 of the General Conditions of Contract.

3.1.2 The payment to the Contractor will also include the following. The prices and

measurements referred to will be based on actual measurements.

(ii) Other items if specifically mentioned in priced bill of Quantities.

(iii) Price Variation is payable as per clause No. 22 of SCC

Contract JP/EW/C4 : (Instruction to Tenderers)

9R

10.5 The tenderer should quote his rates inclusive of all taxes, duties, royalties, Labour cess

etc. except Rajasthan VAT & Entry Tax which shall be reimbursed as per guidelines

issued with the notification by Government of Rajasthan, Finance Department (Tax

division) dated 06-10-10. It should be noted that Jaipur Metro Rail Corporation is likely

to receive exemptions on customs duty, central excise duty. The successful tenderer (the

Contractor) shall maintain meticulous records of all the taxes and duties paid and provide

the same as and when required by the Employer to seek reimbursement. Alternatively,

the Employer may direct the Contractor to get the reimbursements based on exemption

certificates / government’s order and it shall be obligatory on part of the Contractor to get

the exemptions / reimbursements as the case may be and pass it on to DMRC.

10.6 “Delhi Metro Rail Corporation Ltd., a non-government Railway, is executing the work as

deposit work awarded by Jaipur Metro Rail Corporation again a non-government Railway

to DMRC and “Metro Railways (Construction of Works) Act, 1978” is likely to be

extended to Jaipur Metro. Tenderers are requested to study the Section 65 & 66 of

Finance Act, 2007 (budget 2007-08) regarding Applicability of Service Tax along with

the relevant circulars and instructions in the matter issued by Ministry of Finance,

Department of Revenue and bid accordingly.”

11.0 CURRENCIES OF THE TENDER

11.1 Tender prices shall be quoted in Indian Rupees only.

12.0 TENDER VALIDITY

12.1 The tender shall remain valid and open for acceptance for a period of 120 days from the

Last date of submission of tender as indicated in NIT.

12.2 In exceptional circumstances, prior to expiry of the original tender validity period, the

Employer may request the tenderers for a specified extension in the period of validity

in writing or by Tele-fax. A tenderer may refuse the request without forfeiting his tender

security. A tenderer agreeing to the request, shall not be required or permitted to modify

his tender but will be required to extend the validity of his tender security

correspondingly.

13.0 TENDER SECURITY

13.1 The Tenderer shall furnish with his tender, a tender security in the form of Bank Draft in

favour of DMRC payable at New Delhi from a Scheduled Commercial Bank excluding

Regional Rural Bank (RRB) and Local Area Banks (LAB’s) based in India or Fixed

Deposit Receipt of a Scheduled Commercial bank excluding Regional Rural Bank (RRB)

and Local Area Banks (LAB’s)/ Post office based in India duly pledged in favour of

DMRC or in the form of an irrevocable Bank Guarantee (on the format given in Form B of

Contract JP/EW/C4 : (Instruction to Tenderers)

20R

FORM - A (PAGE 3 OF 3)

APPENDIX TO THE FORM OF TENDER

S. No DESCRIPTIONREF TO

CLAUSE NO.REQUIREMENT

i. Amount of Performance Security 4.6.2 of the

GCC

10 percent of the Total Contract Price.

II. Insurance cover for Contractor’s

All Risk and other requirements as

specified in GCC

Clause 6 of

the GCC

100 percent of the Total Contract

Price.

iii. Minimum amount of Third Party

Insurance

Clause 6.1 (a)

of the GCC

INR 0.50 Million for any one incident,

with no. of incidents unlimited.

iii Date of “commencement’ of work

from the date of issue of letter of

acceptance (LOA)

10.1 of the

GCC

15 days

Iv Time of completion for the work

from the date of “commencement”

of the work

10.1 of the

GCC

18 Months

v. Amount of liquidated damages in

case of extension of completion

date due to delays by the

Contractor

10.8.2 of the

GCC

0.5% of Contract value of works for

each week or part of week Contractor

is in default, subject to maximum of

10% of Contract value

vi ‘Defect Liability Period’ from the

date of issue of “Completion

certificate”

Clause 17.3.1

of the GCC

and 21 of SCC

12 months

Date : …………………..

Place :………….. ………. Signature of authorized signatory

of Tenderer

CONTRACT: JP/EW/C4 – MANSAROVAR DEPOT GENERAL SPECIFICATIONS

Page of 5144

wastewater into the sewerage system. Leachate shall be separately collected and

transported to nearby STP for treatment and discharge into surface water.

Oil removal / interceptors shall be provided to treat oil waste from workshop areas

etc. .

The Contractor shall take measures to prevent discharge of oil and grease during

spillage from reaching drainage system or any water body through Spill Prevention

and Control Plan.

17.5 NOISE

General

(1) Deleted

(2) Without prejudice to the generality of the foregoing, noise level reduction

measures shall include the following:

(a) the Contractor shall ensure that all powered mechanical equipment

used in the Works shall be effectively sound reduced using the most

modern techniques available including but not limited to silencers and

mufflers.

(b) the Contractor shall construct acoustic screens or enclosures around

any parts of the Works from which excessive noise may be

generated.

(3) The Contractor shall ensure that noise generated by work carried out by the

Contractor and his sub-Contractors during day time and night time shall not

exceed the maximum permissible noise limits, whether continuously or

intermittently, as given in the Employer’s Environmental Quality Management

Manual. The same may be varied from time to time by and at the sole

discretion of the Employer’s Representative, In the event of a breach of this

requirement, the Contractor shall immediately re-deploy or adjust the relevant

equipment or take other appropriate measures to reduce the noise levels and

thereafter maintain them at levels which do not exceed the said limits. Such

measures may include without limitation the temporary or permanent

cessation of use of certain items of equipment.

(4) The noise monitoring requirements including monitoring locations are given in

the Employer’s Environment Quality Management Manual.

Contract no.:-JP/EW/C-4 MANSAROVAR DEPOT BOQ Abstract

Sl. No. Description Amount ( Rs) Contractor's Percentage (Above / Below / at par) Amount calculated as per quoted pecentage (in INR)

1 Structural work 264951118.00a) in figures…… b) in words……

a) in figures………………………….………. b) in words………………………………………….

2 Finishing work 94147367.00a) in figures…… b) in words……


3 Plumbing 49127566.00a) in figures…… b) in words……


4 Over Head Tank 7274251.00a) in figures…… b) in words……


5 Property Development 683651822.00a) in figures…… b) in words……


6 Boundary wall 24754956.00

a) in figures…… b) in words……


a) in figures…… b) in words……


Total 1128907080.00 N.A.a) in figures………………………….………. b) in words………………………………………….

Signature & seal of the Tenderer

ABSTRACT OF BILL OF QUANTITIES

Contract JP/EW/C4 : Civil works for construction of Depot cum Workshop at Mansarover on East – West Corridor for Stage – I of Jaipur Metro

PART- A Other than DSR

PART- B On DSR-2007

6 Any other DSR 2007 itemS 5000000.00

Contract no.:-JP/EW/C-4MANSAROVAR DEPOT Summary Structural works

Sl.No. Description Amount (in INR)

Section 1 Site Levelling 43894394.69

Section 2 Road work 30852820.32

Section 3 Earth Work 6243918.81

Section 4 Concrete Work 107458491.90

Section 5 Form work 0

Section 6 Reinforcement Work 62636875.00

Section 7 Miscellaneous 13864617.54

Total 264951118.00

Delhi Metro Rail Corporation Ltd.

Contract JP/EW/C-4

Summary - Structural Works

Contract No. JP/EW/C-4 MANSAROVAR DEPOT BOQ(Structural)

Sl .No. Description Qunatity

Unit Rate Amount

Section-1 : Site Clearing and Grading

1.1 Cutting removing and disposing of all materialssuch as trees (of girth less than 300 mm)bushes, shrubs, stumps, roots, grass, weeds,top organic soil not exceeding 150 mm inthickness including rubbish etc. , for all leads

and lifts. Rate to include, but not be limited to-

all materials,labour,cartage, loading, unloading,

tool, equipment and incidentals as necessary to

complete the work as per specifications. 108281 Sqm 3.01 325925.810.00

1.2 Bringing approved quality suitable good earthfrom outside for general filling of land, spreadingthe same in interspressed layers, andcompacting as per specifications such that thecompacted layer thickness is limited to 150 mm.Rate to include, but not be limited to- allmaterials, labour, tools, equipments andincidentals as necessary to complete the workas per specifications. 86964 Cum 175.00 15218700.00

0.001.3 Earth work in filling with approved quantities

locally available DMRC earth by excavatedarea within Mansarovar Depot anad laying inlayers not exceeding 150mm(compacted) overthe last finished compacted surfaceleading/loading from nominated areas watering/grading, levelling and mechanical compactionas per specifications with all lift (upto 2 km.lead). 124804.6 Cum 96.40 12031163.44

1.4 Providing and filling 300 thick granular sub-basein layers under rail tracks, roads, and underslabs on grades of buildings as shown ondrawings and as per instructions complete,including compaction of the layer as specified.Rate to include, but not be limited to- allmaterials, labour, tools, equipments andincidentals as necessary to complete the workas per clause 401 of specifications for Road &Bridge Works, MORTH - 4th Revision. 28850 Cum 550.00 15867500.00

SCHEDULE OF QUANTITIES - STRUCTURAL WORK(Contract JP/EW/C4) (all amounts in INR)



Unit Rate Amount

1.5 Dismantling/Demolition of all types of structureswith safety at Mansarovar Depot Site as percondition of contract. The work includesdemolition by providing adequate Nos. of JCBs,Tractors-Compressors to break the structures,Tempos/Dumpers with labours to vacate thearea and transport the belongings of theoccupants, transportation and disposal ofdebris/malba from site with all leads and lifts,

taking away all the release materials, after

removal of re-usable materials by the

resident/Godown/Factory/Shop owners, protect

works and site during period of work, clean site

up to ground level with all contractors tools,

plants, labour etc.(Quantity mentioned is based

on floor area,including basement ,ground and

above floors) 0.00a) Structures with RCC roof 300 sqm 301.25 90375.00b) Structures with GI/AC/Taat Sheet 300 sqm 120.50 36150.00c) Structures with Red sand stones/T Iron roof 300 sqm 241.00 72300.00

1.6 Dismantling/Demolition of Boundary Wall of allthickness of all heights 0.00The work includes demolition by providingadequate Nos. of JCBs, Tractors-Compressorsto break the structures, Tempos/Dumpers withlabours to vacate the area and disposal ofdebris/malba from site with all loads and lifts,taking away all the release materials, afterremoval of re-usable materials by theresident/Godown/Factory/Shop owners, protectworks and site during period of work, clean siteup to ground level with all contractors tools,plants, labour etc. 0.00a) Boundary walls made of Brickwork/RCC/stone masonry etc. 2738 Rm 90.38 247460.44b) Boundary wall made of barbed fenching wireetc. 100 Rm 48.20 4820.00

CARRIED OVER TO SUMMARY 43894394.69



Unit Rate Amount

Note :- There may be 100% variation in quantity of theitem 1.2 and 1.3 and the contractor will not bepaid anything extra for the additional quantity .

SCHEDULE OF QUANTITIES - STRUCTURAL WORK

Section-2 : Road Work

(A) FLEXIBLE PAVEMNTS (Clauses refer toSpecifications for Road & Bridge Works -MORTH 4th Revision)

2.1 Providing and laying granular subbase.(Included in Section-1, Item 1.4)

2.2 Providing and laying wet mix macadam (WMM)Under roads as per drawings and as per clause406 of technical specifications, complete in allrespects. 1725 Cum 550.00 948750.00

0.002.3 Providing and applying tack coat using bitumen

emulsion (Rapid Setting) complying with IS 8887-1995, spraying the bitumen emulsion withmechanically operated spray unit, cleaning andpreparing the existing road surface as perspecifications. 0.00

a On W.B.M. @ 0.4 Kg/sqm. 2024 Sqm 12.15 24591.60b On Bituminous surface @ 0.25Kg/sqm. 4113 Sqm 9.64 39649.32

0.002.4 deleted 0.00

0.002.5 Providing and laying dense bituminous

macadam (DBM) on prepared surface withspecified graded crushed stone aggregate forprofile corrective base / binding course loadingand hot mixing of stone aggregate with F. Eloader and hot mix plant, transporting the mixedmaterial by tippers to paver finisher fitted withelectronic sensing device to the required leveland grade rolling with rollers as per MORTHspecifications , to achieve the desired densitybut excluding cost of primer/tack coat .Bitumen 60/70 grade @ 5 % and lime filler @2% (percentage by weight of total mix) 1000 Cum 5000.00 5000000.00

0.002.6 Providing and laying bituminous concrete (BC),

using Bitumen of grade 60/70, complete as perdrawings And technical specifications clause512. 350 Cum 6000.00 2100000.00

0.002.7 Providing and laying selected material with all

leads and lifts in layers as per drawings and

technical specifications clause 407 and as

directed for construction of shoulders. 400 Cum 295.23 118092.00

SUB TOTAL (A) 8231082.92

(B) RIGID PAVEMENTS



Unit Rate Amount

2.12 Providing and laying dry pack lean cementConcrete of grade M-15, all complete as perTechnical specifications clause 601. 1351 Cum 2747.40 3711737.40

0.002.13 Providing, laying and compacting using vacuum

dewatering prcess M-30 concrete consisting ofcement, aggregates, polypropylene fibres @1000 gm/cum, water and admixture strictly inaccordance with the Sepcifications. A tightcontrol of w/c ratio and slump shall be exercisedin conformity with the Specifications. The itemrate to also include the cost of Premoulded JointFiller, Joint Sealing Compound, Separationmembrane, all types of Joints, Dowel Bars, TieBars, machine trowelling, screed vibrating,vaccum dewatering, skim floater, groovecuttingetc. cost of polypropylene fibres including mixingin concrete etc. all complete as per drawings.Only the volume of the concrete actually, laidshall be measured for payment. Only,reinforcing steel shall be paid for extra.However, Dowel Bars, Tie Bars etc. used onjoints are included in the items rate. 3782 Cum 5000.00 18910000.00

2.14 Providing and placing HYSD reinforcing barsConforming to grade Fe-500 of IS-1786,complete as per specifications drawings andinstructions.

SUB TOTAL (B) 22621737.40

TOTAL (A + B) CARRIED OVER TOSUMMARY 30852820.32

Section-3 : Earth Work - Excavation & Backfilling

3.1 Earthwork in excavation in all kinds of soil, overall areas, stacking the excavated material at siteand backfilling with the excavated soil, for all thelocations like sides of retainingwalls,foundations, trenches, rafts etc. Backfillingwith the excavated soil shall be done in layersnot exceeding 200 mm in thickness andcompacting each layer as per specifications, forall leads and lifts. Rate to include, but not belimited to- extra excavations required forsupporting side shuttering of foundations/wallsetc and that required for making the side slopesstable, dewatering as required all inclusive tocomplete the work as per specifications; forworks in –

3.1.1 Foundations, tie beams, plinth beams etc. 16254 Cum 96.40 1566885.600.00

3.1.2 Basements, under-ground tanks etc. 2431 Cum 84.35 205054.850.00

(Included in Section-6, Item 6.1)



Unit Rate Amount

3.2 Providing, laying and compacting fine sand fill inplinths in layers not exceeding 150 mm inthickness, complete as per specifications anddrawings and as directed. 404 Cum 285.59 115378.36

0.003.3 Providing, laying and compacting graded stone

Soling as per drawings, specifications andDirections, complete in all respects. 7261 Cum 600.00 4356600.00


Section-4 : Concrete Work (Plain & Reinforced)

Rates of all cement concrete items (Plain &

Reinforced) described below shall Include

work at all levels and locations within the

site, and shall in all cases be inclusive of

cost of admixtures in required dose,

"formwork scaffoldings and other

temporary" works to produce the described

items. Cement used for the works shall be of

grade 53 only, of Ordinary Portland Cement.

4.1 PLAIN CEMENT CONCRETE-

Providing and laying in position, machinebatched and machine mixed concrete, vibratedto provide proper compaction, all complete asshown or directed in-

4.1.1 Concrete of grade M-15 under foundations,

plinth and tie beams, under floors,

basements, under base slabs of water

tanks, bases of platforms, and in fills. 6685 Cum 3230.00 21592550.000.00

4.1.2 Concrete of grade M-20 in window sills, in fillingsand any other locations as shown. 56 Cum 3553.00 198968.00

0.004.1.3 Concrete of grade M-20 in encasing of holding

down bolts and steel column bases. 224 Cum 3553.00 795872.000.00

4.1.4 Vacuum dewaterd Concrete of grade M-30,

produced with approved quality Polypropylene

fiber at the rate of 1.0 kg / cum of concrete for

filling inside rail track areas (after installation of

tracks) inside shop floors and any other areas

as shown or directed, including machine

trowelling for smooth finish 501 Cum 4040.00 2024040.000.00

4.2 REINFORCED CEMENT CONCRETE 0.000.00



Unit Rate Amount

Providing and laying cast in place controlled

cement concrete of grade M-30 for reinforced

concrete works to produce F4 finish for all itemsexcept for those where F2 finish is specifiedbelow. Cost of concrete to include, but not belimited to making concrete water-proofed inareas like water tanks and basement structures.Cost of reinforcements to be paid for separately,

for concrete works in- 0.000.00

4.2.1 Foundations for columns and walls, column

pedestals plinth beams, foundation tie beams,

and other similar works as shown or as directed. 5500 Cum 4040.00 22220000.000.00

4.2.2 Columns, hangers, posts and mullions of allshapes and sizes, retaining walls, basementwalls, and any other walls straight, bent orcurved in plan or in section. 600 Cum 5400.00 3240000.00

0.004.2.3 Floor slabs, water tank cover slabs, stair

landings, waist slabs including steps, folded

stairs, inclined / sloping slabs, copings, sills

Floor and landing level beams, spandrels, lintels

of all shapes and sizes, including flares in plan

or in elevation, pergolas, coffers etc.and all such

horizontal elements at all levels. 2500 Cum 5400.00 13500000.000.00

4.2.4 deleted 0.000.00

4.2.5 Facias, parapets, railings, drips and othersimilar locations. 169 Cum 5600.00 946400.00

0.004.2.6 Walls and bases of water tanks and basement

Structures including cost of approved make andquantity of waterproofing compound complete,to produce F2 finish. (Responsibility ofproducing water proof and damp proof concretefor the structures shall rest with the contractorwhether or not he proposes to use waterproofing compounds or any approved means ofcreating water tight and damp proof structures)The rate to include water bars also. 557 Cum 5400.00 3007800.00

0.004.2.7 Vacuum dewatered concrete for grade slabs

using Polypropylene fibers at 1.0 kg of fibers percum of Concrete, including machine trovellingfor smooth finish. 108 Cum 5000.00 540000.00

0.004.2.8 Grade slabs using normal concrete 1555 Cum 5000.00 7775000.00

0.004.2.9 Trenches, drains, pits, sumps, pull-pits, culverts,

track foundation of inspection bay, Interiorcleaning Building, disassembly pit,disconnection pit, Turn tables, pit jacks and allsimilar locations to produce F2 finish. 5500 Cum 5400.00 29700000.00

0.004.2.10 Machine foundations, foundation blocks etc to

produce F2 type finish. 26 Cum 5000.00 130000.000.00



Unit Rate Amount

4.2.11 Concrete in shells of single or doublecurvatures, folded plates of thin membranestructures. 35 Cum 6000.00 210000.00

0.004.2.12 Dismantling of new green, partially set or fully

set concrete, as per instructions of Engineer. 5 Cum 572.38 2861.900.00

4.3.1 deleted 0.000.00

4.3.2 deleted 0.000.00

4.4 PRE CAST REINFORCED CONCRETE 0.000.00

4.4.1 Precast RCC M30 in tie beams, gutter, window,sills/lintels,steps of staircase, covers of drain,sump and manholes, kerb stone for roads, walkways and all other locations as called for etc.complete cast to profile and the thicknesswherever required and/or as directed, cured,hoisted and installed at all stages, incl.necessary form work/mould made up ofplywood, steel etc. for concrete finish F4adequately frame, braced and stiffened, aligningposition necessary temporary supports, wherecalled for etc. to the thickness required, usingvibrating table for casting of above mentionedstructural elements and/or as directed. Therates to also include the cost of transportingplacing, aligning,providing temporary supportsand stays for precast concrete members in anapproved manner. Reinforcement shall be paidseparately vide item 5 of this schedule. 350 Cum 4500.00 1575000.00


Section-5 : Form Work

Cost of formwork to be included in relevant items of concrete work described in Section-4.

Section-6 : Reinforcement Work

6.1 Providing and placing in position HYSDreinforcement bars TMT conforming to IS:1786-1985 of grade Fe 500 including cutting,straightening, cleaning, bending, binding withmild steel annealed binding wire of 18 SWGcomplete as per drawings, specifications anddirections of Engineer. The scope of work willinclude tack/butt welding of reinforcementwhere necessary at all heights and depths asper drawings or as directed by the Engineer. 1325 MT 46250.00 61281250.00

0.00

6.2Weld mesh fabric having a minimum yieldstrength of 480 Mpa. 30 MT 45187.50 1355625.00




Unit Rate Amount

Section-7 : Miscellaneous Works

7.1 Installing and fixing in position galvanized

holding Down bolts of various sizes and lengths,

as per Drawings and instructions, including

making of Pockets in foundations, column

heads, beams etc with bolts supplied by PEB

manufacturer as per their approved designs 11 MT 4759.75 52357.250.00

7.2 Grouting of anchor bolts (bolts to be supplied byEquipment suppliers) with non-shrink groutingCompound. 5 Cum 63865.00 319325.00

0.007.3 Supplying, pouring and packing non-shrink grout

as per manufacturer's specifications under baseplates of columns, trusses etc complete as perdrawings and specifications, including cost ofpacking plates. 45 Cum 65793.00 2960685.00

0.007.4 Providing, fabricating, installing and fixing in

position Structural steel inserts, corner

protection angles with lug-bars etc complete as

per drawings, to be embedded in concrete. 60 MT 57237.50 3434250.000.00

7.5 Providing and fixing in position approved quality

Closed cell Polyethylene foam joint filler boards

(25 mm thick) at expansion joints of concrete

structures, as per drawings and instructions

complete including fixing with adhesives. 500 Sqm 1072.45 536225.000.00

7.6 Providing and installing in position closed cell

Polyethylene foam back up rods at expansion

joints with approved quality material for joints of- 0.000.00

7.6.1 Width 20 mm 3000 RM 30.13 90390.000.00

7.6.2 Width 50 mm 50 RM 57.84 2892.000.00

7.7 Providing and laying approved quality silicone

sealant with shore hardness of 22, with a

movement accommodation of minimum + 50%

of joint width, and having a minimum tensile

strength of 1.7 Mpa, suitable for expansion joints

in floors and roofs of buildings. 313939 Cucm 5.72 1795731.080.00

7.8 Providing and laying damp-proof course 40 mmthick with cement concrete 1:2:4 (1 cement : 2coarse sand : 4 graded stone aggregate 12.5mm nominal size). 20 Sqm 161.47 3229.40

0.007.9 Applying a coat of residual petroleum bitumen of

penetration 80/100 of approved quality using 1.7kg per square metre on damp proof course aftercleaning the surface with brushes and finallywith a piece of cloth lightly soaked in keroseneoil. 20 Sqm 55.43 1108.60

0.00



Unit Rate Amount

7.10 Erection of track support posts (made ofstructural steel) including shifiting of material,fixing in position, leveling aligning and dressingof pockets etc. all complete . 95880 Kg 7.23 693212.40

0.007.11 Charges of groove cutting of size 5mm x 20mm

deep, cleaning and all other necessary things all

complete as directed by En-in-charge. 3139 M 45.79 143734.810.00

7.12 deleted 0.000.00

7.13 Providing & fixing chain link fencing with ISA

75x75x6 as per enclosed drawing including

excavation of pits, concreting with M15 grade,

providing & fixing slanting struts ISA 75x75x6 at

15m center to center and at ends on either

sides, painting posts with one coat of red oxide

primer & two coats of synthetic enamel paint,

complete as per instructions of En-in-charge. 618 Rmt 1807.50 1117035.000.00

7.14 Cutting, transporting of trees, stacking andhanding over to the concerned department asper the instruction of Engineer incharge. 0.00(a) Girth upto 30 cm 2 Each 3687.30 7374.60(b) Girth 31 cm to 50 cm 35 Each 4609.13 161319.55(c) Girth 51 cm to 75 cm 80 Each 5530.95 442476.00(d) Girth 75 cm upto 1.25 m 60 Each 6452.78 387166.80(e) Girth more than 1.25 m but upto 2.40 mts. 2 Each 9218.25 18436.50(f) Girth more than 2.40 mts 5 Each 11061.90 55309.50

7.15 Transplanting the marked trees of various

species and girth to the place shown by

Engineer/Engineer's representative within a lead

of 1.5 km with all tools, plants, man & machinery

and necessary preparation such as: 0.00Preparation of earth ball of tree roots desireddepth & diameters 0.00Dislodging, lifting transportation andtransplanting tree from original place to the newplace including all arrangement, T&P Labouretc. for successfully completing the work. Thework will include. 0.00Excavating pits of adequate size, arrangingloose soil, mixing of manure, fertilizer,insecticides etc. to ensure survival of the treesbeing transplanted. 0.00Maintenance of tree i.e. watering, manuring, soilheaping, Spray of insecticides for six months.All above operations shall be executed as perspecification 0.00(a) Girth upto 30 cm 2 Each 7374.60 14749.20(b) Girth 31 cm to 50 cm 2 Each 8603.70 17207.40(c) Girth 51 cm to 75 cm 3 Each 9832.80 29498.40(d) Girth 75 cm upto 1.25 m 2 Each 11061.90 22123.80(e) Girth 126 cm to 200 cm 2 Each 12941.70 25883.40(f) Girth 201 cm to 500 cm 2 Each 14749.20 29498.40Stage wise payment for the work will be asfollowing 0.00(i) 30% after tree transplanted 0.00(ii) 40% after sprouting & establishment of trees

0.00



Unit Rate Amount

(iii) 30% after completion of maintenance periodof one year 0.00(iv) This is being biological work, it is understood

that there will be 20% mortality of the trees.

Morality upto 20% will be accepted. 0.00(v) Rate of mortality is more than 20% , nopayment will be made to the contractors for theno. of trees which are more than 20% of thetrees transplanted. 0.00

0.007.16 Providing 2.0 m high temporary barricade and

arrangement for traffic diversion such as trafficsignals during construction at site, for day andnight as per requirement and drawings. Duringconstruction, barricading and arrangement fortraffic diversion has to be kept continuously andmaintained properly till the completion of all theactivities. The construction barricading will havedifferent width in different portion of thealignment as directed by the engineer keeping in view the movement of traffic at the ground leveland minimum inconvenience to and safety ofpublic. Dismantling and re-erecting the abovebarricading and other arrangements at the newlocation as per instruction of Engineer isincluded in this item. Nothing extra shall bepayable. Note: The paymjent schedule for itemshall be as follows: 300 RM 2410.00 723000.00(i) Providing barricading for a given stage andapproval of the same by Engineer: 70% 0.00(ii) After completion of all activities of stage forwhich barricading was erected: 30% 0.00

7.17 Traffic signals, signage's & other traffic adis (asper IRC specification) 0.00(i) Providing & fixing of retro-reflective trafficsign boards as per IRC recommendations andIS: approved 15 Sqm 4860.97 72914.55(ii) Providing and fixing and maintaining the roadinfrastructure during executions, refixing aswhere required. 0.00(a) Road delinator 10 Each 2287.09 22870.90(b) Portable Signages 10 Each 7157.70 71577.00© Reflective lights 20 Each 2169.00 43380.00(d) Traffic cones 50 Each 1012.20 50610.00

7.18 Deployment of adequate manpower for 8 hrs.

shift for day and night management of traffic in

intersection, roadway influenced by contractor

and traffic diversions at various levels. 0.00(a) In-charge 100 Shifts 571.17 57117.00(b) Supervisor 200 Shifts 361.50 72300.00Traffic Guards 500 Shifts 233.77 116885.00Note: the deployment to be done with priorapproval of DMRC. Ther personnel at (a), (b) &(c ) above should be familiar with traffic rulesand regulations. 0.00

0.000.00

7.19 Cutting , openingin RCC Slab , Brick wall forcable tray,wetrises etc. 50 sqm. 210.88 10544.00



Unit Rate Amount

0.007.2 0 Providing and fixing stainless steel expansion

fasteners of approved make including testing for

fixing into already constructed RCC structure 0.00a) 8mm dia 25 Nos. 179.00 4475.00b) 10mm dia 25 Nos. 252.00 6300.00c) 12mm dia 25 Nos. 323.00 8075.00d) 16mm dia 25 Nos. 584.00 14600.00

0.007.21 Supplying and fixing rebar fasteners (approx.

chemical anchorage length 15 to 20 times thedia of bar) of approved make excluding the costof rebars , including testing for fixing into alreadyconstructed RCC structure. Rate to include thecost of chemical also 0.00a) 8mm dia 25 Nos. 137.00 3425.00b) 10mm dia 25 Nos. 204.00 5100.00c) 12mm dia 25 Nos. 295.00 7375.00d) 16mm dia 25 Nos. 759.00 18975.00e) 20mm dia 25 Nos. 1538.00 38450.00f) 25mm dia 25 Nos. 2145.00 53625.00g) 32mm dia 25 Nos. 4072.00 101800.00

TOTAL CARRIED SUMMARY 13864617.54

TOTAL SUMMARY 264951118.00

Contract no.:-JP/EW/C-4 MANSAROVAR DEPOT Summary Finishing works

Sl.No. Description Amount (in INR)

Section 1 Brick Work 16,001,215.00

Section 2 Stone Work 4,879,147.75

Section 3 Wood Work 12090944.61

Section 4 Steel Work 9,667,234.64

Section 5 Flooring 20,030,644.16

Section 6 Finishing 13632117.17

Section 7 Roofing 12768892.83

Section 8 Water Proofing 1,409,850.00

Section 9 Miscellaneous 3667320.42

Total for finishing 94147367.00


Contract JP/EW/C-4

Summary - Finishing Works

Contract No. JP/EW/C-4 MANSAROVAR DEPOT BOQ(Finishing)

Sl .No. Description Quantity Unit Rate Amount

1 SECTION – I BRICK WORK

1.1 Brick work with F.P.S. bricks of class designation 75 infoundation and plinth in cement mortar 1:4 (1cement : 4coarse sand)

2490 Cum 2831.75 7051057.50

0.001.2 Brick work in bricks of class designation 75 in

superstructure above plinth level in cement mortar 1:6 (1cement : 6 coarse sand)

0.00

0.00a) Upto floor five level 2435 Cum 3012.50 7335437.50

0.001.3 Half brick masonry with bricks of class designation 75 in

Cement mortar 1:4 (1 cement : 4 coarse sand) in

superstructure

0.00

0.00a) Upto floor five level 4000 Sqm 361.50 1446000.00

0.001.4 Extra for providing and placing in position 2 Nos. 6 mm

dia MS bars at every 3rd course of half brick masonry(with FPS bricks)

4000 Sqm 42.18 168720.00

16,001,215.00

2 SECTION – II STONE WORK

2.1 Providing and fixing 20 mm thick mirror polished,

machine cut for kitchen platforms, vanity counters fascias

and similar location of required size of approved shade,

color and texture laid over 20 mm thick base cement

mortar 1:4 (1 cement : 4 coarse sand) with joints treated

with white cement, mixed with matching pigment, epoxy

touch ups, including rubbing, curing etc. complete at all

levels.

a) Granite Stone Black and Texture Over 1.0 sqm but upto2.0 sqm

2271.00 Sqm 1800.00 4087800.00

0.002.2 Extra for providing edge moulding to 20 mm thick stone

counters vanities etc. over item above including machine

polishing to edge to give high gloss finish etc. complete

as per design approved by Engineer-in-Charge.

0.00

0.00a) Granite stone work. 4660.00 Metre 168.70 786142.00

0.00

SCHEDULE OF QUANTITIES - FINISHING WORK - JP/EW/C4

CARRIED OVER TO SUMMARY

(All amounts in INR)


Sl .No. Description Quantity Unit Rate Amount2.3 Extra for fixing marble/granite stone over and above

corresponding basic item, in fascia and drops of widthupto 150 mm with epoxy resin based (Araldite orequivalent) adhesive including cleaning etc. complete

30.00 Metre 138.58 4157.40

0.002.4 Extra for providing opening of required size and shape

for wash basin/kitchen sink in kitchen platform, vanity

counters and similar location in marble/stone work

including necessary holes for pillar taps etc. including

rubbing and polishing of cut edges etc. complete.

29.00 Each 36.15 1048.35

4,879,147.75 3 SECTION – III WOOD WORKS

3.1 Providing and fixing flush doors having solid core ofblock board construction, frame of first class hard woodwith 25 mm thick teak wood lipping on all edges, fullyrebated not visible on face, will matched veneers ofplyweed all as per drawings, specifications and asdirected complete using :

a) 44 mm thick with commercial ply on both sides. 18.00 Sqm 2711.25 48802.500.00

b) 35 mm thick with non decorative type veneer on bothsides.

292.00 Sqm 3133.00 914836.00

0.003.2 Providing and fixing plastic laminate (1.5 mm thick) to

flush doors fixed with approved adhesive, pressed and

finished all as required as per drawings, specifications

and as directed complete.

150.00 Sqm 795.30 119295.00

0.003.3 Providing and fixing glazing in aluminium door, window,

ventilator shutters and partitions etc. with PVC /

neoprene gasket etc. complete as per the architectural

drawings and the direction of engineer-in-charge. (Cost

of aluminum snap beading shall be paid in basic item.)

0.00

0.00a) With glass panes of 5.5 mm thickness (weight not less

than 12.50 kg/sqm.)1153.00 Sqm 921.83 1062869.99

b) deleted 0.003.3.1 a) Extra for using frosted glass instead of 5.5 mm thick

ordinary glass38.00 Sqm 27.72 1053.36

b) deleted 0.003.4 Providing and fixing anodised aluminium work for doors,

windows, ventilators and partitions with extruded built upstandard tubular and other sections of approved makeconforming to IS : 733 and IS : 1868 (Minimum anodiccoating of grade AC 15), fixed with rawl plugs and screwsor with fixing clips, or with expansion hold fastnersincluding necessary filling up of gaps at junctions, at top,bottom and sides with required PVC/reoprene felt etc.Aluminium sections shall be smooth, rust fee, straight,mitred and jointed mechanically wherever requiredincluding cleat angle, Aluminium snap beading forglazing / panelling, C.P. brass/ stainless steel screws, allcomplete as per architectural drawings and the directionsof Engineer-in-charge (Glazing and panelling to be paidfor separately.)

0.00

0.000.00



Sl .No. Description Quantity Unit Rate Amounta) For fixed portion. 19086.00 Kg. 361.50 6899589.00

0.003.5 For shutters of doors, windows & ventilators including

providing and fixing hinges/ pivots and making provision

for fixing of fittings wherever required including th cost of

PVC / neoprene gasket required (fittings shall be paid for

separately)

0.00

0.00a) Wire gauze and glazed window shutters 2536.00 Kg. 379.58 962614.88

0.003.6 Providing and fixing fly proof galvanised M.S. wire gauze

to windows and clerestory windows using galvanised

M.S. wire gauze with average width of aperture 1.4 mm in

both directions with wire of dia 0.63 mm

0.00

0.00a) With powder coated aluminium beading 25.00 Sqm 319.33 7983.25

0.003.7 Extra over item no. 3.4 for providing fixed aluminium

louvers in place of glass.279.00 Sqm 1873.78 522784.62

0.000.00

3.8 Providing and fixing bright finished brass night latch

including necessary screws etc. complete: (Godrej or

approved make)

7.00 Each 71.10 497.70

0.003.9 Providing and fixing aluminium tower bolts ISI marked

anodised (anodic coating not less than grade AC 10 as

per IS : 1868) transparent or deyed to required colour or

shade with necessary screws etc complete :

0.00

0.00a) 250 x 10 mm

280.00 Each 71.10 19908.00

0.00b) 100 x 10 mm 50.00 Each 38.56 1928.00

0.003.10 Providing and fixing aluminium sliding door bolt ISI

marked anodised (anodic coating not less than grade AC

10 as per IS : 1868) transparent or dyed to required

colour or shade with nuts and screws etc. complete.

0.00

0.00a) 250 x 16 mm 20.00 Each 150.63 3012.60


Sl .No. Description Quantity Unit Rate Amount0.00

b) 300 x 16 mm 113.00 Each 159.06 17973.78

0.000.00

3.11 Providing and fixing aluminium handles ISI marked

anodised (anodic coating not less than grade AC 10 as

per IS : 1868) transparent or dyed to required colour or

shade with necessary screws etc. complete.

0.00

0.00a) 125 mm 248.00 Each 57.84 14344.32

0.00b) 100 mm

33.00 Each 39.77 1312.41

0.003.12 Providing and fixing aluminium hanging floor door

stopper ISI marked anodised (anodic coating not lessthan grade AC 10 as per IS : 1868) trasparent or dyed torequired colour and shade with necessary screws etc.complete

0.00

0.00a) Twin rubber stopper

50.00 Each 81.94 4097.00

0.003.13 Providing and fixing double action hybraulic floor spring

of approved brand and manufacture IS : 6315 marked,

Hardwyn make (model 3000) or eqivalent for doors

including cost of cutting floors as required, embedding in

floors and cover plates with brass pivot and single piece

MS sheet outer box slide plate etc. complete as per the

direction of Engineer-in-charge.

0.00

0.00a) With Stainless Steel cover plate 9.00 Each 2842.60 25583.40

0.003.14 For providing and fixing stainless steel heavy duty hinges

100 mm, to flush doors or panelled solid & glazed doorsetc., including all fixings & other accessories as requiredand as per drawings, specifications and as directedcomplete.

100.00 Each 142.19 14219.00

0.003.15 Providing and fixing aluminium casement stays ISI

marked anodised (anodic coating not less than grade AC

10 as per IS : 1868) transparent or dyed to required

colour and shade with necessary screws etc. complete.

10.00 Each 66.28 662.80

0.003.16 Providing and fixing aluminium grill of approximate

weight 3.4 kg per sqm. with standard sections of

approved make confirming to IS : 733 and IS : 1285

anodized transparent or dyed to required shade

according to IS : 1868 (minimum Anidic coating of grade

AC 15) fixed to existing aluminium window frames with

CP brass / stainless steel screws @ 20 cm centre to

centre of required shade including the cost of cutting

opening of required size and fixing necessary aluminium

beading all complete as per architectural drawing and

direction of Engineer-In-Charge.

500.00 kg 262.69 131345.00



3.17 Providing and fixing IS : 3564 marked Aluminium die cast

body tubular type universal hydraulic door closer,

Hardwyn make (Classic Queen) or equivalent with

necessary accessories and screws etc. complete.

22.00 Each 964.00 21208.00

0.003.18 Providing and fixing 35 mm thick wire gauze shutters

using galvanized M.S. wire gauze of average width of

aperture 1.4 mm with wire of dia. 0.63 mm for doors,

windows and clerestory window including ISI marked

stainless steel butt hinges with necessary screws :

0.00

0.00a) Second class teak wood 3.00 Sqm 2081.04 6243.12

0.003.19 (a) One set of stainless steel gradeAISI-304 Mortise lever

handle setof mobel or equivqlent approved make, Design:Return to door , on concealed fixing back -plate withapositive locking system of levr on metal bush,for heavytraffic buildings ,38mm center to center through-boltfixing with heavy duty snap fixing cover plate alongwith amatching PZ euro-profile keyway escutcheon in satinstainless steel finish(codeUS32D) complete with allstandard fixing

13.00 Set 1924.39 25017.07

(b)one set of stainless steel grade AISI-304,pull handle of mobel , D -line or equivqlent approved make with back to back fixing system , of size 19 mm dia. X 200mm. Center to center distance in stain stainless steel finish(US32D) complete with all standard fixing accessories.

20.00 Pair 1086.91 21738.20

0.003.20 (a)

Providing and fixing stainless steel friction stay of 10" inches for top hung ventilators/windows.

324.00 pairs 438.74 142151.76

(b)Providing and fixing stainless steel friction stay of 14" inches for side hung ventilators/windows.

120.00 pairs 628.29 75394.80

0.003.21

Designing , providing and fixing structually glazed fullyunitised curtain wall in fixed panels using Aluminumsections of approved make conforming to IS:733 andIS:1285, anodised transparent ( Bronze shade as perapproved sample shade according IS:1868, minimumanodic coating of grade Ac 20) , with mullions fixed toexisting beams /column , through adequately designedgalvanised iron brackets. Complete drainage syatem isincorporated in the design which drains water at everysplit tansom in the unlikely event the water penetrates thepressure seal.The system includes sealing withapproved sealant and complete with specially designedextruded EPDM gaskets etc. to prevent waterpenentration as per standards , curved panels at endsincluding fixing of glass etc. complete as shown indrawings abd as per direction of Architect/En-in-charge(Glass to be paid for separatly).

89.00 Sqm. 8435.00 750715.00



0.003.22 Providing & fixing 6mm thick bronze Reflectasol

Toughned glass in curtain as per approved sample,Architect Drawings and direction of Architect-En-in-charge complete(area of glass unit outside the sanpbeading shall be measured ).Cost of Aluminium snap &beading and fixing of glass shall be paid in items ofAluminium glazing.

119.00 Sqm. 2229.25 265280.75

0.00

3.23 deleted0.00

0.003.24 Extra for providing vision panels not exceeding 0.10 sqm.

In all types of flush doors(cost of glass excluded -overall area of door shutter to be measured).

50.00 Sqm. 101.22 5061.00

0.00

3.25 Providing and fixing aluminium kicking plate 450x3 mm anodized (anodic coating not less than grade AC 10 as per IS:1868) tranparent or dyed to required colour or shade with necessary screws etc. complete.

15.00 Sqm. 148.22 2223.30

0.003.26 Providing & fixing stainless steel tower bolts of make

Hardima/Dorma/Dline , transparent or dyed to required colour or shade with necessary screws etccomplete (250x10mm.) 6mm thick gray reflective toughened glass in required panel size

5.00 Each 239.80 1199.00



Sl .No. Description Quantity Unit Rate Amount4 SECTION – IV STEEL WORK

4.1 Providing and fixing pressed steel frames manufactured

from commercial mild steel sheet of 1.25 mm thickness

including hinges jamb, lock jamb, bead and if required

angle threshold of mild steel angle of section 50 x 25

mm, or base ties of 1.25 mm pressed mild steel welded

or rigidly fixed together by mechanical means, adjustable

lugs with split end tail to each jamb including steel butt

hinges 2.5 mm thick with mortar guards, lock strik-plate

and shock absorbers as specified and applying a coat of

approved steel primer after pre-treatment of the surface

as directed by Engineer-in-charge.

a) Profile B769.00 metre 313.30 240927.70

0.00b) Profile C 70.00 metre 361.50 25305.00

0.004.2 Providing and fixing 1 mm thick MS sheet sliding shutters

with frame and diagonal braces of 40 x 40 x 6 mm angle

iron, 3 mm MS gusset plates at the junction and corners

25 mm dia pulley, 40 x 40 x 6 mm angle and T-iron guide

at the top and bottom respectively including applying a

priming coat of approved steel primer.

5.00 sqm. 2169.00 10845.00

0.004.3 Steel work welded in built up sections/framed work

including cutting hoisting, fixing in position and applying apriming coat of approved steel primer using structuralsteel etc. as required.

0.00

0.00a) In gratings, frames, guard bar, ladders, railings, brackets,

gates & similar works.103591.00 Kg. 55.43 5742049.13

0.00b) In stringers, treads, landings etc. stair cases, Chequred

plates, ladders including use of chequered platewherever required all complete.

33411.00 Kg. 49.41 1650837.51

0.004.4 Supplying and fixing Rolling Shutters of approved make,

made of required size M S laths interlocked togetherthrough their entire length and joined together at the endsby end locks mounted on specially designed pipe shaftswith brackets side guides and arrangements for insideand outside locking with push and pull operationcomplete including the cost of providing and fixingnecessary 27.5 cm long wire springs grade no 2 and M Stop cover - 80 x 1.25 mm M S laths with 1.25 mm thicktop cover

638.00 sqm. 1208.45 770991.10

0.004.5 Providing and fixing ball bearings for rolling shutters 120 each 357 42780.00

0.004.6 Extra for providing mechanical devices chain and crank

operation for operating rolling shutters638 sqm 538 343499.20

0.004.7 Extra for providing heavy duty electrically operated

motorised arrangement for rolling shutters(rollingshutters to be paid for separately)

20 each 42000 840000.00

9,667,234.64 CARRIED OVER TO SUMMARY



5 SECTION – V FLOORING

5.1 Providing and fixing Ist quality ceramic glazed tilesconforming to IS : 13753 of minimum thickness 5 mm ofapproved make like NITCO, ORIENT, SOMANYKAJARIA, or equivalent make in all colours, shadesexcept begundy, bottle green, black of any size asapproved by Engineer-in-Charge in skirting, risers ofsteps and dados over 12 mm thick bed of Cement Mortar1:3 (1 cement : 3 coarse sand) and jointing with greycement slurry @ 3.3 kg. per sqm including pointing inwhite cement mixed with pigment of matching shadecomplete

1783 Sqm 556.60 992417.80

0.005.2 Kota stone slab flooring over 20 mm (average) thick base

laid over and jointed with grey cement slurry mixed with

pigment to match the shade of the slab including rubbing

and polishing complete with base of 1:4 (I cement : 4

coarse sand)

0.00

0.00With 25 mm thick kota stone 1136 Sqm 650.00 738400.00

0.005.3 Kota stone slab 25 mm thick in risers of steps, skirting,

dado and pillars laid on 12 mm (average) thick cement

mortar 1:3 (1 cement : 3 coarse sand) and jointed with

grey cement slurry mixed with pigment to match the

shade of the slabs, including rubbing and polishing

complete.

751 Sqm 750.00 563250.00

0.005.4 Extra for nosing in steps and treads of kota stone slab

669 Metre 37.36 24993.84

0.005.5 Marble stone flooring with 18 mm thick marble stone

(sample of marble shall be approved by Engineer-in-

Charge) over 20 mm (average) thick base of cement

mortar 1:4 (1 cement : 4 coarse sand) laid and jointed

with grey cement slurry including rubbing and polishing

complete with :

0.00

0.00a) Raj Nagar plain

300 Sqm 1205.00 361500.00

0.005.6 Extra if white cement slurry is used instead of grey

cement slurry (in joints of marble stone flooring or tiles)300 Sqm 8.44 2532.00



5.7 Providing and laying 62 mm thick cement concrete

flooring comprising an under layer of 50 mm thick

cement concrete1:2:4 (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size) and top

layer of 12 mm thick cement based dry shake hardener

including mechanical floating and power trowelling for

smooth finish, with coving at cordners, providing and

fixing 3 mm thick PVC strips to pattern, etc. all as

required, as per specifications, drawings and as directed

complete.

11600 Sqm 482.00 5591200.00

0.005.8 Cement concrete flooring 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate) finished with a floating

coat of neat cement including cement slurry, but

excluding the cost of nosing of steps etc. complete.

0.00

0.00a) 40 mm thick with 20 mm nominal size stone aggregate

593 Sqm 216.90 128621.70

0.005.9 Cement plaster skirting (upto 30 cm height) with cement

mortar 1:3 (1 cement : 3 coarse sand) finished with afloating coat of meat cement

0.00

0.00a) 18 mm thick 104 Sqm 198.83 20678.32

0.005.10 Providing and laying grey or any other colour as specified

interlock pavers of Nitco or equivalent of size about 220 x

110 x 60 mm thick and grade M30 concrete on a bed of

150 mm thick fine sand as per the drawing.

2724 Sqm. 662.75 1805331.00

0.005.11 Granite stone flooring with 18 mm thick granite stone

(sample of granite shall be approved by Engineer-in-




complete with :

0.00

0.00Black Granite 560 Sqm 1800.00 1008000.00

0.005.12 Providing and fixing access raised floor of light grade

(15KNm2) UDL panels manufactured from pressedformed corrosion resistant galvanized steel with totaloverwrap of one piece top, sides and bottom flangeencapsulating high performance chip board case stichedand with a panel to cater in the size. 600x600x31mm.The panel has to be placed on the pedestal made fromall steel construction, zinc plated consisting of anti-vibrational head cap with cruciform upstands four panelslocating studs, positively clipped pedestal clipped to thesteel top plate. The pedestal cap shall have an electricalconductor plate for dissipation of static electricity. Thesteel based plate of the pedestal shall be fixed on the sub-floor with epoxy pedestal adhesive and/or mechanicalfixing. The access floor should be able to take a pointload of 2.5KN over 25mm sq. and UDL of 15KN/sq.mtr.The panel shall be finished with high abrasion, anti-staticHPL of ofrmica colour Y606 having fire rating as per BS476 caluse 5,6&7.

248 Sqm 5784.00 1434432.00



5.13 Providing and fixing Marbo Granite of Bell GranitoCeramica Ltd. Or equivalent - 10mm thick (product codeMGCL - 33) with cement mortar 20mm thick 1:4 over abed a PCC 20mm thick (PCC to be paid in relevant BOQitem) etc complete in all respects.

1556 Sqm. 2169.00 3374964.00

0.005.14 Providing and fixing Marbo Granite of Bell Granito

Ceramica Ltd. Or equivalent - 10mm thick (product code

MGNS - 520) with cement mortar 20mm thick 1:4 over a

bed a PCC 20mm thick (PCC to be paid in relevant BOQ

item) etc complete in all respects.

10 Sqm. 2675.10 26751.00

5.15 Marble stone flooring with 18 mm thick marble stone

(sample of marble shall be approved by Engineer-in-




complete with :

10 sqm 1506.25 15062.50

5.16 Providing and applying ashford formula to concrete floorto develop proper bonding and to seal harden water proofcomplete as per manufacturer's specification

9190 Sqm 429.00 3942510.00

20,030,644.16

6 SECTION – VI FINISHING

6.1 12 mm cement plaster of mix:

a) 1:6 (1 cement : 6 fine sand) 10110.00 Sqm 84.35 852778.500.00

6.2 15 mm cement plaster on the rough side of single or halfbrick wall of mix:

0.00

0.00a) 1:6 (1 cement : 6 fine sand) 15167.00 Sqm 96.40 1462098.80

0.006.3 6 mm cement plaster to ceiling of mix: 0.00

0.00a) 1:3 (1 cement : 3 fine sand) 4748.00 Sqm 78.33 371910.84

0.006.4(a) Providing and fixing GRC tile cladding exterior grade with

258x100x15mm thick average tooled walling(Cladding) in

approved colour along with tooled walling (Cladding) in

recess in approved colour on wall as shown in

elevations/drawings over 20mm thick cement mortar as

specified in the manufacturer printed instruction.

6262.00 Sqm 850.00 5322700.00

0.00(b) Providing and fixing GRC tile cladding exterior grade with

230x75x15mm thick averageUnibrick smoothwalling(Cladding) in approved colour along with Unibricksmooth walling (Cladding) in recess in approved colouron wall as shown in elevations/drawings over 20mm thickcement mortar as specified in the manufacturer printedinstruction.

1000.00 Sqm. 850.00 850000.00

0.00



Sl .No. Description Quantity Unit Rate Amount0.000.00

6.6 Distempering with oil bound washable distemper of

approved brand and manufacture to give an even shade

New work (two or more coats) over and including priming

coat with cement primer.

46000.00 Sqm 56.64 2605440.00

0.006.7 Applying priming coat : 0.00

0.00a) With ready mixed pink or grey primer of approved brand

and manufacture on wood work (hard and soft wood)1665.00 Sqm 20.49 34115.85

0.006.8 Painting with synthetic enamel paint of approved brand

and manufacture to give an even shade0.00

0.00a) Two or more coats on new work 4966.00 Sqm 42.18 209465.88

0.006.9 French spirit polishing : 0.00

0.00Two or more coats on new works including a coat of

wood filler.20.00 Sqm 90.38 1807.60

0.006.10 Providing and fixing stone slab table rubbed and polished

of size 105 x 60 cm deep and 1.8 cm thick fixed in urinalpartitions with cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 6 mm nominal size) andfinished smooth.

0.00

0.00a) White Agaria Marble Stone. 10.00 Sqm 3396.90 33969.00

0.006.11 Providing and fixing TURNSTILE made of 75 mm dia (16

gauge) stainless steel pipe as per the Architecturaldrawing.

10.00 Each 22526.87 225268.70

0.006.12 Providing and fixing stainless steel pipe railing made of

75 mm dia (16 guage) as per the Architctural drawing.50.00 RM 3003.58 150179.00

0.006.13 Providing and fixing stainless steel pipe gate made of 75

mm dia (16 guage) as per the Architctural drawing.50.00 Sqm 10512.42 525621.00

0.006.14 Providing, fabricating and fixing in position aluminium

railing (powder coated) consisting of the following :0.00

0.00a) 50 mm dia pipe 100.00 RM 3003.58 300358.00

0.00b) 25 mm dia pipe 100.00 RM 1501.79 150179.00

0.006.15 75mm thick integrally finished precast concrete slabs in

1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone

aggregate of 20mm down size) 400 x 800 x 75mm thick

smooth / reeded finish on top, laid as channel over ramp

on a bed of 25mm thick cement sand mortar : 1:3 (1

cement : 3 coarse sand) jointed with neat cement slurry,

movement joints filled with mastic sealant, centering and

shuttering all complete.

1000.00 sqm. 337.40 337400.00



0.00

6.16 Providing and fixing for column / wall cladding with 4 mm

thick aluminium composite panel ( as per`technical

specifications ) around the columns / dead walls at all

heights. The rate shall include all necessary framework,

tools and plants , scaffolding , technical personnel and as

per technical specifications all complete as per the

direction of Engineer - In - charge

(Items include cost of aluminium frame, ACP panel ,

weather , sealant, gaskent , foam, scaffolding, fixtures, all

machineries and all taxes i.e sale tax , excise duty each

complete) The above work is to be carried out by a

specialised agency approved by the Enginner-in-charge

100.00 sqm 1988.25 198825.00

13632117.17

7

7.1 Providing and laying integral cement based waterproofing treatment including preparation of surface asrequired for treatment of roofs, balconies, terraces etc.consisting of following operations.

i) Applying and grouting a slurry coat of neat cement using

2.75 kg/sqm of cement admixed with proprietary water

proofing compound to IS.2645 over the RCC slab

including cleaning the surface before treatment.

ii) Laying cement concrete using broken bricks/bricks bats25 mm to 100 mm size with 50% of cement mortar 1:5 (1cement : 5 coarse sand) admixed with proprietary waterproofing compound conforming to IS : 2645 over 20 mm

thick layer cement mortar of mix 1:5 (1 cement : 5 coarse

sand) admixed with proprietary water proofing compound

conforming to IS : 2645 to required slope and treating

similarly the adjoining walls upto 300 mm height including

rounding of junctions of walls and slabs.

iii) After two days of proper curing applying second coat ofcement slurry admixed with proprietary water proofingcompound conforming to IS : 2645

iv) Finishing the surface with 20 mm thick jointless cement

mortar of mix 1:4 (1 cement : 4 coarse sand) admixed

with proprietary water proofing compound conforming to

IS : 2645 and finally finishing the surface with trowel with

neat cement slurry and making of 300 x 300 mm square.

v) The whole terrace finished shall be flooded with water fora minimum period of two weeks for curing and final test.All above operations to be done in order and as directedand specified by the Engineer-in-Charge

a) With average thickness of 120 mm and minimumthickness at khurra as 65 mm. (only plan area to bemeasured for payment)

18809.00 Sqm 542.25 10199180.25

0.00


SECTION – VII ROOFING


Sl .No. Description Quantity Unit Rate Amount7.2 Providing and laying brick tiles of class designation 100

over mumty roofs grouted with cement mortar 1:3 (1

cement : 3 fine sand) over a 12 mm layer of cement

mortar 1:3 (1 cement :3 fine sand) and finished neat.

0.00

0.00a) With FPS brick tiles 100.00 Sqm 222.93 22293.00

7.3 Providng and fixing in position at all heights and levels, to

shapes,inclinations , in straight lengths to achieve curve

profiles design ceiling tiles (600mm x 600

mm)manufactured out of 0.50 mm coil coated

RMP(regular modified polyester) coated galvanized steel

(Z180 Zcm - Zinc coated Mass/275 Mpa yield Stress).

Exposed side of the tile shall have 20 micron of polyster

over 5 micron primer coat. Tiles shall have

bevelled/square edges produced on equipment. Two

sides of each tile to be raised piped and stopped to

ensure positive engagement into the spring clip profile.

Tile shall be suspended from the roof with rigid

suspension system, duly cross braced , in

tubes/flat/angles with ceiling brackets and hold on

clamps etc. . Wall angles to be 25x25x0.6 mm thick coil

coated steel matching with the colour of tiles. Tiles shall

be micro-perforated with holes 1.5 mm. dia. @2.5mmc/c

with a bracking of accoustic non-wioven tissue which

shall be factory laminated and 25 mm thick fibre glass

wood insulation of 24 kg/cum density wrapped in 14

gauge polythelene sheet , shall be including.

716.00 sqm. 1662.90 1190636.40

0.000.00

7.4 Providing and fixing 6 mm thick multi-wall clear poly

corbonate sheet with specially designed powder coated

AL. ALCOX system, EPDM rubber gasket, GE silicone

sealant cold forged fasteners etc. all complete as per

direction of engineer-in-charge.

258.00 Sqm 5256.21 1356102.18

0.007.5 Extra for providing and mixing water proofing material

'Impermo' of M/s Snowcem or equivalent in cement

plaster work in proportion recommended by the

manufacturers.

0.00

a) 15 mm cement plaster 1:4 (1 cement : 4 sand) 150.00 Sqm 4.54 681.00

0.00

7.6 deleted

12768892.83CARRIED OVER TO SUMMARY


Sl .No. Description Quantity Unit Rate Amount8

8.1 Providing and laying integral cement based treatment forwater proofing on horizontal surface at all levels asdirected by Engineer-in-Charge and consisting of :

I) 1st layer of 20 mm thick approved and specified rough

stone slab over a 25 mm thick base of cement mortar 1:3

(1 cement : 3 coarse sand) mixed with water proofing

compound 'Impermo' of Snowcem or equvalent

conforming to IS : 2645 in the recommended proportion.

Joints sealed and grouted with cement slurry mixed with

water proofing compound.

II) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement : 3coarse sand) mixed with water proofing compound inrecommended proportions.

III) Finishing top with stone aggregate of 10 mm to 12 mmnominal size sqreading @ 8 cudm/sqm thoroughlyembedded in the 2nd layer.

a) Using rough kota stone. 843 Sqm. 700.00 590100.000.00

8.2 Providing and laying integral cement based treatment forwater proofing on the vertical surface by fixing specifiedstone slab 20 mm thick with cement slurry mixed withwater proofing compound 'Impermo' of Snowcem orequivalent conforming to IS : 2645 in recommendedproportions with a gap of 20 mm (minimum) betweenstone slabs and the receiving surfaces and filling thegaps with neat cement slurry mixed with water proofingcompound and finishing the exterior of stone slab withcement mortor 1:4 (1 cement : 4 coarse sand) 20 mmthick with neat cement punning mixed with water proofingcompound in recommended proportion complete at alllevels and as directed by Engineer-in-Charge.

0.00

0.00a) Using rough kota stone. 1093 Sqm. 750.00 819750.00

1,409,850.00

SECTION – VIII WATER PROOFING



Sl .No. Description Quantity Unit Rate Amount9

9.1 40mm thick rubbed stone flooring over 20mm thick

mortar base with 3mm wide joints, sides buttered with

cement mortar 1:2 (1 cement: 2 stone dust) admixed with

pigment to match the shade of stone and pointing with

same mortar (1 cement : 4 Coarse sand) fora) Red Sand Stone 100.00 sqm 174.73 17473.00b) White Sand Stone 100.00 sqm 174.73 17473.00

0.009.2 Providing and fixing 2nd class teak wood hand rail of

approved make having cross-sectional area upto 7500

sqmm having moulding as per design fixed on existing

MS flat with necessary rustproof screws, proper jointing

of the hand rail at turning etc. complete with french sprit

polish two or more coats including a coat of wood filler.

50.00 RM 845.91 42295.50

0.009.3 Providing and fixing Aluminium rough ground along the

periphery of windows fixed with rawl plug and screws etc.as per the Architectural drawings and the direction of theEngineer-in-Charge.

6282.00 Kg 291.61 1831894.02

0.009.4 Providing and fixing chicken wire mesh (26 gause) at the

junctions of RCC & brick work fixed with wire nail in

cement mortar 1:4 (1 cement : 4 fine sand) etc complete

285.00 Sqm 51.82 14768.70

0.009.5 Providing and applying Fire Retardent Enamel paint on

Fire doors to provide class - I surface spread of flame as

per IS:12777 and BS:476 part - 7, two or more coats

100.00 sqm 390.42 39042.00

0.009.6 Providing and fixing 50mm thick non metallic asbestos

free, fire & smoke check door shutter or fire rating F.D 60as per prototype tested and certified in conformity withIS:3614 part II by CBRI Roorkee and suitable formounting on door frames including burma teak woodlipping around the shutter (25mm wide for single leaf and35mm wide at meeting styles of double leaf shutter) dulyfire retardentpolished on lipping and beading includingstainless steel butt hinges (3 nos. for each leaf of 125 x90 x 4 mm) size with necessary S.S screws etc.complete including door frame.

0.00

Double leaf 10.00 sqm 11061.90 110619.000.00

9.7 Extra for providing heat activated intumescent fire sealstrips Astrflame/rediplex and promat make of minimumsectional area of 40 Square metre (10 x 4mm) encasedin the PVC body on all the sides of the shutter and frameexcept bottom including making suitable grooves inlipping and fixing with necessary adhesive/nails etc.complete

40.00 Metre 525.38 21015.20

0.009.8 Extra for providing and fixing 6mm thick fire rated clear

glass of 60 minutes fire rating for vision panel of make

promat / pilkington in wooden doors. The glass to be

fixed after using 10 x 2 mm thick intumeasent fire and

smoke seal glazing tape on both sides of glass with 20 x

20 milimetre 16 guage mild steel glazed beads complete

as per direction of Architect / Engineer-in-charge.

(onlyvision clear area excluding thickness of beading

shall be measured for payment purposes)

2000.00 SqCm 3.62 7240.00

9.9 Silicon water repellant solvent coating on exterior suface

om GRC tiles6262.00 sqm 250.00 1565500.00

3667320.42

TOTAL SUMMARY 94,147,367.00

SECTION – IX MISCELLANEOUS


Contract no.:-JP/EW/C-4 MANSAROVAR DEPOT Summary Plumbing works

Sl.NO Description Amount (in INR)

1 SECTION 1: SANITARY FIXTURES & FITTINGS 1,189,837

2 SECTION 2 INTERNAL WATER SUPPLY 1,088,072

3 SECTION 3: EXTERNAL WATER SUPPLY10,861,137

4 SECTION 4 : INTERNAL DRAINAGE (SOIL, WASTE, VENT AND RAIN WATERPIPES) 792,945

5 SECTION 5 : EXTERNAL SEWERAGE & STORM WATER DRAINAGE 24,076,473

6 SECTION 6: WATER TREATMENT PLANTS AND MISCELLANEOUS ITEMS 961,211

7 SECTION 7 :EFFLUENT TREATMENT PLANT8,097,600

8 SECTION 8: 2 NOS. BOREWELLS1,020,124

9 SECTION 9: PUMPS, EQUIPMENT & ELECTRICAL PANEL 1,040,166

TOTAL AMOUNT 49,127,566.00


Contract JP/EW/C-4

Summary - Plumbing Works

Contract JP/EW/C-4 - MANSAROVAR DEPOT Bill of Quantities (Plumbing)

S.NO/ CODE

NoDESCRIPTION Quantity UNIT Rate (in Rs.) AMOUNT (in Rs.)

1 Providing and fixing of white vitreous china wall mounting type European water closet with C.P. bolts, nuts, C.I. chair or other hanging arrangements, bakelite toilet seat and cover complete with all accessories. Including cutting & making good the walls & floors wherever required.

7 Each

4196.68

29377

02 Providing and fixing of white vitreous china floor mounting type

European water closet with C.P. bolts, nuts, bakelite toilet seat and cover complete with all accessories. Including cutting & making good the walls & floors wherever required.

23 Each

4577.12

105274

03 Providing and fixing C.P. brass concealed type flushing valve(CX

model, make Gem) push button arrangement. Including 32 mm dia C.P. flush pipe with clamp and adapter, rubber joint, C.P. brass wall flange, elbow complete with all other accessories including connection to water closet.

21 Each

5548.44

116517

04 Providing and fixing jet spray consisting of jet spray, triangular

spacer attached with toilet seat hinges, C.P. brass angle stop cock with PVC/C.P brass flexible pipe, wall flange complete as required.

24 Each

1525.15

36604

5 Providing and fixing in position of white vitreous china counter below oval wash basin (size 580 x 450 mm) with C.I. bracket painted white, 32 mm dia C.P. brass waste, C.P. brass chain with rubber plug, 32 mm dia C.P. cast brass bottle trap with extension piece, wall flanges and rubber adapters for waste connection complete including cutting and making good the walls floors wherever required.

10 Each

3432.42

34324

6 Providing and fixing C.P. brass long neck pillar cock with aerator25 Each

1144.7028618

07 Providing and fixing in position of white viterous china large

flat back urinal (Size 590 x 375 x 390mm) supported by CI/MS bracket including C.P. brass waste with dome type grating, C.P.cast brass bottle trap with extension piece,wall flanges complete as required.

20 Each

3814.55

76291

08 Providing & fixing automatic flushing system for individual urinals,

to ensure flushing only when in use, comprising of all plumbing, electronic & electrical items including infrared photo cells eyes, electronically operated solenoid valve, step down equipment, concealed copper piping etc. & any other item required to provide satisfactory functioning as approved by the Architects.

6 Each

16212.68

97276

09 Providing and fixing C.P. brass wall mounted type shower mixer

with CP overhead pressure adjustable shower, shower arm and 15mm dia spout complete as required.

5 Each3051.98

15260

010 Providing and fixing C.P. brass sink mixer with C.P. wall flange,

overhead swinging cast spout complete as required.4 Each

2289.409158

011 Providing & fixing storage type water heater of approved shade with

copper container, glasswool insulation,stove enamelled M.S jacket, thermostatically controlled inner heater with pilot neon lamps, 15mm angle stop cock, on inlet connection, 15mm dia C.P flexible connection pipe in inlet & outlet suitable for test pressure of 5 kg/sqcm complete as required.

0

0a) Capacity 35 litres 3 Each 15258.20 45775b) Capacity 50 litres 3 Each 19072.75 57218

0

BILL OF QUANTITIES FOR MANSAROVAR DEPOT(Plumbing works)

SECTION 1: SANITARY FIXTURES & FITTINGS


S.NO/ CODE



12 Providing and fixing solid state, no touch operating, fully hygienic hand drier of approved shade with double blower, continous repeat usage,time delay, summer & winter control 'including providing necessary brackets, cable from drier to Plug, Plug to key and lock etc. complete as required (Sleek model)

16 Each

20027.23

320436

013 Providing & fixing C.P. brass Towel ring 27 Each 668.30 18044

014 Providing & fixing Recessed type S.S. toilet paper holder 25 Each 1144.70 28618

015 Providing & fixing Recessed type S.S. soap dish 2 Each 1144.70 2289

016 Providing and fixing soap dispenser 16 Each 382.13 6114

017 Providing & fixing C.P. brass twin coat hook 30 Each 190.22 5707

018 Providing & fixing towel rack deluxe 0

Size 230 x 600 mm 5 Each 2479.63 123980

19 Providing & fixing C.P. air purifier 25 Each 286.18 71550

20 Providing and fixing C.P. brass angle valve with filter for basin mixer and gyser points of approved quality

0

0a) 15 mm dia nominal bore 31 Each 476.40 14768

021 Providing & fixing C.P Copper connection 375 mm long including

nuts and washers and making connection to fixtures and fittingscomplete as required.

45 Each286.18

12878

22 Providing & fixing C.P. brass towel rail with C.P. brass wall brackets& C.P brass screws complete as required.

0

0 a. Size 600 x 20 mm size 15 Each 858.53 12878

023 Providing and fixing C.P. brass waste for sink or wash basin 0

0 a) 32 mm dia 4 Each 228.94 916 b) 40 mm dia 4 Each 239.04 956

024 Providing and fixing white viterous china water closet squatting pan

(Indian Type)0

024.1 Orissa pattern W.C. pan of size 580 x 440mm 1 Each 1491.48 1491

025 Providing and fixing white vitreous china wash basin including

making all connections but excluding the cost of fittings0

25.1 Flat back wash basin of size 630 x 450mm 17 Each 1198.57 20376

026 Providing and fixing C.P. cast brass trap for wash basins and sinks

0

26.1 32 mm dia 4 Each 149.82 59926.2 40 mm dia 4 Each 186.86 747

027 Providing and fixing Salem stainless steel A ISI 304 (18/8) kitchen

sink as per IS 13983 with C.I. brackets and stainless steel plug40 mm including painting of fittings and brackets, cutting andmaking good the walls wherev er required.

0

027.1 Kitchen sink with drain board 0

510 x 1040 bowl depth 178mm 5 Each 4127.66 206380


S.NO/ CODE



28 Providing and fixing C.P. brass long body bib cock of approvedquality conforming to IS standards and weighing not less than 690gms

0

0a) 15 mm nominal bore 23 Each 314.79 7240

029 Providing and fixing C.P. brass stop cock(concealed type) of

standard make and approved make conforming to IS: 8931 0

015 mm nominal bore 20 Each 308.06 6161

30 Providing and fixing controled flush, low level cistern made ofvitereous china/uPVC with all fittings complete. 10 litres full flushcapacity

4 Each1932.53

7730

031 Providing and laying C.P. brass shower rose with 15 to 20 mm inlet,

150 mm diametre5 Each

67.34337

032 Providing and fixing C.P. brass close hole basin mixer pillar of

approved quality and make, weighing not less than 1.970 kg. 15mm nominal bore of standard back type

4 Each1139.65

4559

033 Providing and fixing 600 x 120 x 5 mm glass shelf with edges round

of supported on anodised aluminium angle frame with C.P. brassbrackets and guard rail complete fixed with 40 mm long screws, rawplug etc. complete.

20 Each

276.08

5522

034 Providing and fixing 600 x 450 mm bevelled edge mirror of superior

glass (of approved quality) complete with 6 mm thick hard boardground fixied to wooden cleats with C.P. brass screws and washerscomplete.

27 Each

725.54

19590

TOTAL CARRIED OVER TO SUMMARY 1189837


S.NO/ CODE



1 Providing, fixing, jointing and testing in position the following

heavy class G.I. pipes conforming to IS:1239 cut to requiredlengths including all necessary fittings conforming to IS:1879 andspecials such as bends, tees, unions, reducers, flanges & plugsetc. fixing at wall/ceiling level supported by clamps, hangers etc.And G.I. Heavy class pipe sleeve of larger diameter shall beprovided wherever the pipes are crossing the walls/floors slab andsealing the sleeves with fire proof material. Threading, jointing, andmaking proper connections, cutting hole in wall/floor/slab andmaking good the same good with cement concrete 1:2:4, completeas required. a) 15 mm dia 121.86 metre 286.18 34874b) 20 mm dia 39.46 metre 314.79 12422c) 25 mm dia 166.01 metre 382.13 63437d) 32 mm dia 30.34 metre 476.40 14454e) 40 mm dia 26.31 metre 525.22 13819f) 50 mm dia 62.36 metre 686.82 42830g) 65 mm dia 20 metre 829.91 16598h) 80 mm dia 10 metre 1048.75 10488i) 100 mm dia 4.75 metre 1478.01 7021

02 Providing two coats of Synthetic enamel paint of approved shade

over pipes and supports as per pipe colour code over a coat of

primer. Including painting of legends with direction arrow.

0

0a) 15 mm dia 48.5 metre 8.42 408b) 20 mm dia 10 metre 10.10 101c) 25 mm dia 21 metre 11.78 247d) 32 mm dia 42 metre 11.78 495

e) 40 mm dia 20 metre 13.47 269f) 50 mm dia 40 metre 13.47 539g) 65 mm dia 20 metre 15.15 303h) 80 mm dia 5 metre 18.52 93i) 100 mm dia 4.75 metre 23.57 112

03 Providing, cutting and chases in walls and floors for 15 mm dia to 65

mm dia GI pipes & fittings for cold water supply pipes. And making

good the same using 1:1 cement mortar over wire mesh.

351.91 metre

67.34

23698

04 Providing protection to embedded G.I.pipes and fittings in wall

chases for CWS by wrapping two layers of 400 microne polythenesheet over two coats of bitumen. Including proper overlaps onjoints complete as required.

0

0a) 15 mm dia to 65 mm dia pipe 100 metre 47.13 4713

05 Providing and fixing 6mm thick heatllon tapes insulation over two

coats of bitumen for hot water supply pipes and fittings (in chases)for the following diameter of pipes

0

0a) 15mm dia to 25mm dia 50 metre 181.81 9091

0

SECTION 2 INTERNAL WATER SUPPLY


S.NO/ CODE



6 Providing & fixing brass ball valve with lever. Tested to a pressureof 10 Kg / Sqcm. Including flanges/union, nuts, bolts, washer etc.Complete as required.

0

0a) 15 mm dia 2 Each 668.30 1337b) 20 mm dia 4 Each 811.39 3246

c) 25 mm dia 8 Each 1087.47 8700d) 32 mm dia 4 Each 1717.05 6868e) 40 mm dia 2 Each 2097.50 4195f) 50 mm dia 10 Each 3242.20 32422

07 Providing & fixing butterfly valve (upto 150mm dia with hand lever

operation & above with gear box operation. Tested to a pressure of

10 Kg/Sq.cm. Including rubber gasket, flanges, nuts, bolts, washers

& painting complete as required.

0

0a) 65 mm dia 11 Each 4307.78 47386b) 80 mm dia 4 Each 4959.25 19837 0

8 Providing & fixing C.I. wafer type check valve tested to a pressureof 10 Kg/sqcm. Including rubber gasket, flanges, union, nuts, bolts,washers & painting complete as required.

0

0a) 50 mm dia 6 Each 3624.33 21746b) 65 mm dia 2 Each 3814.55 7629c) 80 mm dia 1 Each 4196.68 4197

09 Providing & fixing C. I two way solenoid valve conforming to IS

778 and tested to a pressure of 10 kg/sqcm Including rubber

gasket, flanges, union, nuts, bolts & washers complete as required.

0

0a) 100 mm dia 1 Each 19072.75 19073

10 Providing and fixing double flanged flexicon rubber expansionjoint with unit control as per manufacturers specifications ofstandard length complete with all accessories tested to apressure of 10 Kg./sqcm. Including rubber gaskets, flanges, nuts,bolts & washers complete as required.

0

0a) 80 mm dia 1 Each 7629.10 7629

011 Providing & fixing C.I. Pot Strainer (flanged type) with stainless steel

fine wire mesh perforated sheet basket with necessary flange/ unions nuts, bolts and washers complete as required.

0

0a) 100 mm dia 2 Each 8581.90 17164

012 Providing and fixing in position of approved quality G.M. float

valve with copper ball float and brass rods of required lengthsuitable for pressure of 10 Kg/sqcm of the following sizes:

0

0a) 50 mm dia 4 Each 7629.10 30516b) 65 mm dia 4 Each 8516.24 34065c) 80 mm dia 4 Each 11443.65 45775

013 Providing and fixing pressure reducing station for cold water supply

comprising of 3 nos Ball valves on inlet, outlet, and bye-pass,1 NoGun metal pressure reducing valve with flanged connection, 1 No.`Y' strainer, 2 Nos Pressure 'gauge on inlet & outlet, and 1 No.15 mm dia safety valve. The complete system is tested to apressure of 10 Kg/Sq.cm and suitable to reduce the pressure upto1.5 Kg/Sq.cm) Including flanges/ unions, nuts, bolts and washerscomplete as required.


S.NO/ CODE



a) 15 mm dia 5 Each 9257.69 46288

b) 50 mm dia 5 Each 22405.85 112029c) 65 mm dia 5 Each 28516.54 142583

014 Providing and fixing G.I. pipe headers of required length

conforming to IS:1239/3589 heavy class including all flangedconnections as per site requirement. Supports from wall, floorand ceiling etc. Including dead end flanged connection, bourdentype 150 mm dia gun metal pressure guage with valve to beprovided on discharge header complete as required.

0

0a) 100 mm dia (IS 1239) 40 metre 2861.75 114470

015 Providing & fixing Auto Air vent for cold water supply risers with ball

valve, suitable for pressure of 10 Kg/Sq.cm.0

0a) 20 mm dia 10 Each 10490.86 104909TOTAL CARRIED TO SUMMARY 1088072


S.NO/ CODE



1 Providing, fixing, jointing and testing in position the followingheavy class G.I. pipes conforming to IS:1239 cut to requiredlengths including all necessary fittings and specials such as bends,tees, union, reducers, flanges & plugs etc. Threading, jointingand making proper connections. 100mm thick fine sand around the

pipes. Including excavation in all kind of soil (excluding hard rock),

for pipe running at minimum 1.0 m to 1.2 m depth, dewatering,

refilling, watering, ramming & removing the surplus excavated

material and making good the same complete as required. a) 15 mm dia 100 metre 476.40 47640b) 20 mm dia 233.5 metre 505.02 117922c) 25 mm dia 430.57 metre 572.35 246437d) 32 mm dia 291.52 metre 668.30 194823e) 40 mm dia 1375.18 metre 715.44 983859f) 50 mm dia 857.04 metre 877.04 751658g) 65 mm dia 769.37 metre 1020.13 784857e) 80 mm dia 848.98 metre 1430.88 1214789f) 100 mm dia 1493.82 metre 1851.72 2766136g) 150 mm dia 240.87 metre 2387.35 575041

02 Providing protection to embedded G.I. pipes and fittings by applying

pyp kote primer (@ 100 gm/sqm) thereafter wrapping 4mm thick pyp

kote (AW 4mm) protection coating by thermo fusion process.

Overlap shall be maintained at 15mm. The application process shall

be strictly according to manufacturer's specification.

0

0 a) 15 mm dia 50 metre 52.18 2609 b) 20 mm dia 50 metre 60.60 3030 c) 25 mm dia 50 metre 69.02 3451 d) 32 mm dia 50 metre 77.44 3872 e) 40 mm dia 50 metre 85.85 4293 f) 50 mm dia 48.45 metre 95.95 4649 g) 65 mm dia 79.4 metre 112.79 8956

e) 80 mm dia 52 metre 132.99 6915f) 100 mm dia 247 metre 161.60 39915g) 150 mm dia 30 metre 198.95 5969

03 Providing & fixing brass ball valve with lever. Tested to a pressure

of 10 Kg / cm. Including flanges/union, nuts, bolts, washer etc.Complete as required.

0

a) 15 mm dia 13 Each 673.35 8754b) 20 mm dia 71 Each 1094.20 77688c) 25 mm dia 10 Each 1515.05 15151d) 32 mm dia 1 Each 1907.28 1907e) 40 mm dia 5 Each 2289.40 11447f) 50 mm dia 23 Each 3242.20 74571

04 Providing and fixing of 20 mm dia brass RQRC lawn hydrant

including 20 mm dia brass key.6 Each

1430.888585

0

SECTION 3: EXTERNAL WATER SUPPLY


S.NO/ CODE



5 Constructing brick masonary chamber (for housing valves etc.) ofbrick work with bricks of class desgination 75 in cement mortar 1: 5 (1 cement:5 finesand) plastering internal face with cementmortar 1 : 3 (1 cement: 3 fine sand and rough plaster on outerface with a floating coat of neat cement. R.C.C top slab with 116Kg medium duty C.I. manhole cover and frame of 600 mm dia MSrungs @ 300 mm/cc including excavation in all kind of soil (includinghard rock), dewatering, refilling, watering, ramming, removing &disposal of the surplus excavated material as per instructions by siteincharge and making good the same complete as required. (Allsizes are clear internal sizes).

0

0a) Size 900 x 800 x 1200 mm deep 181 Each 14305.41 2589279b) Size 1200 x 1000 x 2000 mm deep 2 Each 24794.58 49589

06 Providing and laying 100 mm thick bed concrete 1:2:4 (1 cement:2

fine sand:4 graded stone aggregate 40mm nominal size) for

G.I./C.I./uPVC pipes including shuttering and timbering as per

standard design and concrete block @ 3m c/c for pipe supports.

0

0a) Upto 75mm dia pipe- 100mm thick PCC bedding 100 metre 476.40 47640b) For 100mm dia pipe- 100mm thick PCC bedding 100 metre 572.35 57235c) For 150mm dia pipe- 100mm thick PCC bedding 100 metre 909.03 90903

07 Providing & fixing butterfly valve suitable for pressure 15 Kg/Sq.cm.

with flanges, nuts, bolts & gasket complete as required.0

0a) 65 mm dia 4 Each 3349.94 13400a) 80 mm dia 4 Each 4196.68 16787a) 100 mm dia 3 Each 4870.03 14610

08 Providing & fixing C.I. sluice valve (with cap) complete with bolts,

nuts, rubber insertions etc. (the tail pieces if required will be paidseparately)

0

0100 mm diametre 4 Each 3977.84 15911Class I 0 0

9 Providing and fixing brass ferrule with C.I. mouth cover includingboring and tapping the main

0

0a) 15 mm nominal bore 1 Each 205.32 205b) 20 mm nominal bore 1 Each 283.13 283c) 25 mm nominal bore 1 Each 371.94 372



S.NO/ CODE



1 Providing, fixing, jointing and testing in position the spuncast iron pipe for soil, waste and vent installation conforming toI.S. : 3989 cut to required lengths including all necessaryfittings and specials such as Bends, junctions, offsets, accesspieces (plain or door) & vent cowl. Fixing at wall/ceiling level

supported by clamps & hangers etc. Making proper

connection with refined pig lead joint of required depth including

cutting, chases/holes in floors /walls/ slab etc and making good the

same after pipe have been duly laid and testing complete.

b) 100 mm dia 50 metre 954.48 47724 c) 150 mm dia 50 metre 1334.92 66746

02 Same as item no. 1 but pipes are running below ground in trenches

(for internal areas upto manhole) upto required depth including excavation in all kind of soil including hard rock, refilling, watering, ramming, removing & disposal of the surplus excavated material as per instructions by site incharge and making good the same.

0

0b) 100 mm dia 50 metre 1144.70 57235c) 150 mm dia 50 metre 1525.15 76258

03 Providing and laying 1:2:4 cement conc. 100 mm thick all round

the pipe including 100mm thick bed concrete for the following C.I.pipes and specials below floor including necessary shuttering andtimbering etc. complete as required.

0

0a) 100 mm dia 50 metre 572.35 28618b) 150 mm dia 50 metre 668.30 33415 0

4 Providing & fixing in position CI "P", S" trap with cockroach trap andCI extension piece of required length depth of following size forthe embedded areas. Making proper connection with refined piglead joints, cutting chase / hole in floors /slabs and bringing thesame in proper condition and shape after placing the trap in rightposition complete as required.

0

0a) 100 mm inlet and 100 mm outlet. 25 Each 858.53 21463

05 Providing and fixing G.I. inlet hopper with two or three inlets fittings

to receive waste pipes from fixtures waste. The hopper shall befabricated from 100 mm dia G.I. heavy class pipe and welded G.I.sockets, fixed to C.I. trap with lead joint and set in cement concretemix 1:2:4 complete as required.

25 Each

762.57

19064

06 Providing & fixing 100mm x 50mm G.I. waste with G.I. reducer &

nipple including cutting chases, the floor / slab complete asrequired.

10 Each1144.70

11447

07 Providing and fixing heavy class C.P. brass mosquito proof grating

with frame of approved design including setting in floor with cementmortor to match with floor finish.

0

0a) Size 150mm x 150mm 20 Each 190.22 3804

08 Providing and fixing in position G.I. pipe and fittings of heavy

class conforming to IS:1239 (for waste pipe from bottle trap to floortrap & vent pipe) Including fixing at wall / ceiling level supported byclamps and hangers etc. Cutting holes in wall/floors/slabs andmaking good the same with cement concrete 1:2:4 complete asrequired.

0

a) 32 mm dia 30 metre 476.40 14292

SECTION 4 : INTERNAL DRAINAGE (SOIL, WASTE, VENT AND RAIN WATER PIPES)


S.NO/ CODE



b) 40 mm dia 20 metre 525.22 10504c) 50 mm dia 20 metre 686.82 13736 0

9 Providing cutting & chasing in walls & floor for 32 mm dia to 50mm dia waste pipes & fittings. And making good the same by using 1:1 Cement mortar over wire mesh

100 metre104.37

10437

010 Providing protection to embedded G.I. pipes & fittings by

wrapping of 400 microne polythene sheet over two coats ofbitumen inlcuding proper overlaps in joints complete asrequired.

0

0a) 32 mm dia to 50 mm dia 70 metre 67.34 4714 0

11 Providing and fixing P.V.C. WC connector (straight or bend type)

with rubber lip ring. Including 110 mm dia PVC pipe of required

length and proper connection to C.I. pipe complete as required.

20 Each

343.41

6868

012 Providing & fixing M.S. welded rain water head with puddle flange to

fix head in R.C.C. slab specially fabricated from minimum 4mm thickM.S. sheet. Including removable heavy duty M.S. grating of 50 x3 mm thick M.S. flats (Round or Square) as per approveddesign. Painting with two coats of epoxy paint over a coat of primercomplete as required. The entire fittings shall be hot dippedgalvanised.

0

0a) 200 mm dia bell mouth grating suitable for 100 mm dia down take

20 Each1811.32

36226

0b) 300 mm dia bell mouth grating suitable for 150 mm dia down take

20 Each2479.63

49593

013 Providing & fixing CI rain water head of required length with puddle

flange to fix head in R.C.C. slab. Including removable heavy duty

dome type CI grating and CI Jaali with ring of approved design.

0

a) 200 mm dia bell mouth grating suitable for 100 mm dia down take

20 Each1811.32

36226

0b) 300 mm dia bell mouth grating suitable for 150 mm dia down take

20 Each2479.63

49593

014 Providing & fixing rain water `Khurras' size 450x450 mm required

depth with lead flashing around the pipe with one piece lead sheet

of 3 mm thick set on a layer of cold bitumen. Including Heavy duty

CI/MS grating as per drawing complete as required.

92 Each

1907.28

175470

015 Providing & fixing cast brassclean out plug with suitable insert keys

for opening in brass cap, male threaded joint with G.I. socketcaucked to pipe/fitting of SCI/ CI(LA) pipe as required complete inall respects

0

100 mm dia 25 Each 780.48 19512TOTAL CARRIED TO SUMMARY 792945


S.NO/ CODE



1 Excavating trenches of required width for pipes, tables, etc.including excavation for sockets, and dressing of sides, remming ofbottoms, depth upto 1.5 m including getting out the excavated soiland then returning soil as required, in layers not exceeding 20 cm indepth including consolidating each deposited layer by remming,watering, etc and deposing of susrplus excavated soil as directed,within a lead of 50 m.

Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm.(all kinds of soil)

1927.33 metre161.60

311457

02 Extra for excavating treanches for pipes, cables, etc. in all kinds of

soil for depth exceeding 1.5m, but not exceeding 3 m. (Rate is over

coresponding basic item for depth upto 1.5 metre).(all kinds of soil)

500 metre

210.42

105210

03 Extra for excavating treanches for pipes, cables, etc. in all kinds of

soil for depth exceeding 3 m, but not exceeding 4.5 m. (Rate is overcoresponding basic item for depth upto 1.5 metre).

500 metre538.68

269340

04 Providing and laying jointing glazed stoneware pipes grade 'A' with

stiff mixture of cement mortar in the proportion of 1:1 ( 1 cement : 1fine sand) including testing of joints etc. complete.

0

0a) 100 mm dia meter 50 metre 131.30 6565b) 150 mm dia meter 50 metre 188.54 9427

05 Providing and laying non-pressure NP2 class R.C.C. pipes with

collars jointed with stiff mixture of cement mortar in the proportion of

1:2 (1 cement: 2 fine sand) including testing of joints etc.

complete.Including excavation in all kind of soil (including hard

rock), dewatering, refilling, watering, ramming, removing & disposal

of the surplus excavated material as per instructions by site

incharge and making good the same complete as required.

0

0 a) 150 mm dia R.C.C. pipe 599.5 metre 732.27 438996 b) 200 mm dia R.C.C. pipe 200 metre 915.76 183152

06 Providing and laying 100 mm thick cement concrete 1:2:4 (1

cement:2 fine sand:4 graded stone aggregate 40mm nominal size)alround pipes including bed concrete.

0

a) For 100mm dia pipe- 100mm thick PCC bedding 39.04 metre 382.59 14936b) For 150mm dia pipe- 100mm thick PCC bedding 599.5 metre 461.25 276519c) For 200mm dia pipe- 100mm thick PCC bedding 200 metre 538.68 107736

07 Providing and laying non-pressure NP4 class R.C.C. pipes with

collars jointed with stiff mixture of cement mortar in the proportion of

1:2 (1 cement: 2 fine sand) including testing of joints etc.

complete.Including excavation in all kind of soil (including hard

rock), dewatering, refilling, watering, ramming, removing & disposal

of the surplus excavated material as per instructions by site

incharge and making good the same complete as required.

0

a) 150 mm dia R.C.C. pipe 2828.88 metre 646.42 1828645b) 200 mm dia R.C.C. pipe 4787.89 metre 808.02 3868711c) 250 mm dia R.C.C. pipe 2292.47 metre 883.78 2026039d) 300 mm dia R.C.C. pipe 1513.02 metre 949.43 1436507e) 400 mm dia R.C.C. pipe 1426.1 metre 1346.71 1920543f) 450 mm dia R.C.C. pipe 167.19 metre 1767.55 295517

0

SECTION 5 : EXTERNAL SEWERAGE & STORM WATER DRAINAGE


S.NO/ CODE



8 Providing and laying cement concrete 1:4:8 for RCC NP Class 4pipes with concrete bedding and haunches upto the centre of pipeincluding shuttering and timbering complete as required.

0

a) 150 mm dia R.C.C. pipe 1202.1 metre 462.93 556488b) 200 mm dia R.C.C. pipe 3325.67 metre 539.45 1794033c) 250 mm dia R.C.C. pipe 2324.45 metre 621.70 1445111d) 300 mm dia R.C.C. pipe 1513.02 metre 782.39 1183772e) 400 mm dia R.C.C. pipe 1426.1 metre 860.82 1227615f) 450 mm dia R.C.C. pipe 167.19 metre 956.47 159912

09 Constructing brick masonry manhole with 75 class designation

bricks in cement mortar 1:4 (1 cement :4 coarse sand) R.C.C topslab with 1:2:4 mix (1 cement: 2 coarse sand :4 graded stoneaggregate 20mm nominal size), foundation concrete 1:4:8 mix (1cement:4 coarse sand : 8 graded stone aggregate 40mm nominalsize) inside and outside plastering 12mm thick with cement mortar1:3 (1 cement : 3 coarse sand) finished with floating coat of neatcement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size)finished with a floating coat of neat cement complete as perstandard design.Including excavation in all kind of soil (includinghard rock), dewatering, refilling, watering, ramming, removing &disposal of the surplus excavated material as per instructions by siteincharge and making good the same complete as required.

0

0 a) Inside size 90 x 80 cm and 60 cm deep including 560mm

dia SFRC heavy duty cover with frame90 Each

8061.73725556

0 b) Extra depth of manhole of size 90 x 80 cm with FPS bricks

beyond 60cm to 90 cm57 Each

2686.68153141

0 c) Inside size 120 x 90 cm and 90 cm deep including 560mm dia

SFRC heavy duty cover with frame24 Each

9622.23230934

0 d) Extra depth of manhole of size 120 x 90 cm with FPS bricks

beyond 90cm to 140 cm24 Each

6068.60145646

010 Constructing brick masonry circular manhole 1.22m internal dia at

bottom and 56cm dia at top with 75 class designation FPS brick incement mortar 1:4 (1 cement : 4 coarse sand) inside and outsidecement plaster 12mm thick with cement mortar 1:3 (1 cement:3coarse sand) finished with a floating coat of neat cement foundationconcrete 1:3:6 (1 cement:3 coarse sand:6 grade stone aggregate40mm nominal size) and making necessary channel in cementconcrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size) finished with a floating coat of neatcement all complete as per standard design.MS foot rest @ 300c/cincluding excavation in all kind of soil (including hard rock),dewatering, refilling, watering, ramming, removing & disposal of thesurplus excavated material as per instructions by site incharge andmaking good the same complete as required.

0

0 a) 140cmdeep with SFRC coverand frame (heavy duty 56cm

internal diameter cover with frame fixed in cement concrete 1:2:4

(1 cement : 2 coarse sand : 4 graded stone aggregate 20mm

nominal size) including centering shuttering all complete)

85 Each

16471.92

1400113

010.1 Extra depth for circular type manhole 122cm internal dia (at bottom)

with FPS bricks0

0 a) Beyond 140cm to 200cm 65 Each 9536.38 619865

0


S.NO/ CODE



11 Providing and fixing in position the following C.I. / LA drop connection including providing necessary bend, Tee, plugs etc. Excavation, refilling, watering, ramming and removing the excavated surplus material. Including providing 150mm thick concrete 1:2:4 (1 cement, 2 coarse sand, 4 graded stone aggregate, 20mm nominal size) in casing all round the pipes pipes including shuttering and timbering complete as required.

0

b) 150 mm dia 2 Each 3624.33 72490

12 Constructing grease trap of size 2000 x 1000 mm internal size ofrequired depth in brick work of class designation 75 with cementmortar. Inside plastering 12 mm thick with cement mortar 1 : 3 andrough plaster on outside with floating coat of neat cement detail asper drawing) 1 : 5 ( one cement 5 fine sand). Including aluminiumbucket as per detail to collect the grease. R.C.C. top slab withcovers, necessary foundation concrete (1:4:8). And necessaryexcavation in all kind of soil (including hard rock), dewarting,refilling, watering, remming, removing & disposal of the surplusexcavated material as per instructions by site incharge and makinggood the same complete as required.

1 Each

22860.37

22860

013 Making soak pit 2.5 m diameter 3.0 m deep with 45 X 45 cm dry

brick honey comb shaft with bricks of class designation 75 andS.W. drain pipe 100 mm diameter 1.8 m long complete as perstandard design.

0

0With F.P.S bricks 1 Each 14682.75 14683

014 Providing and fixing square-mouth CI/ S.W. gully trap `A' complete

with C.I. Grating brick masonry chamber with bricks of classdesignation 75 and water tight CI cover with frame of 300 x 300 mmsize (inside) the weight of cover to be not less than 4.50 Kg andframe to be not less than 2.70 Kgs as per standard design. Including excavation making good the same and removing the surplusexcavated material

0

0 180 x 150 mm size P type 10 Each 1055.48 10555 With F.P.S. bricks 0

015 Constructing brick masonry road gully chamber 50 x 45 x 60cm with

bricks of class designation 75 in cement mortar 1:5 (1 cement : 5fine sand) including 550 x 500mm SFRC heavy duty horizontalgrating with frame complete as per standard design.Includingexcavation and refilling the same and removing the surplusexcavated surplus material

0

0 With F.P. S. bricks 201 Each 2685.00 539685

016 Extra for additional depth of Road gully chamber beyond 60 cms

depth. 133 Each

2129.48283221

017 Constructing brick masonry circular type manhole 0.91m internal

dia at bottom and 0.56 m dia at top with 75 class designation F.P.S.bricks in cement mortar 1:4 (1 cement: 4 coarse sand) ,insidecement plaster 12 mm thick with cement mortar 1:3(1 cement: 3coarse sand) finished with a floating coat of neat cement, foundationconcrete 1:3:6 mix (1 cement:3 coarse sand: 6 graded stoneaggregate 40 mm nominal size), and making necessary channel incement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stoneaggregate 20 mm nominal size) finished with a floating coat of neatcement all complete as per standard design.

0


S.NO/ CODE



0.91 m deep with S.F.R.C cover and frame (heavy duty,HD-20

grade designation) 560 mm internal diameter conforming to

I.S.12592, total weight of cover and frame to be not less than 182

kg, fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size) including centering

shuttering all complete. (Excavation, foot rests and 12 mm thick

cement plaster at the external surface shall be paid for separately)

10 Each

6191.49

61915

018 Constructing brick masonry circular type manhole 1.52m internal

dia at bottom and 0.56 m dia at top with 75 class designation F.P.S.bricks in cement mortar 1:4 (1 cement: 4 coarse sand) ,insidecement plaster 12 mm thick with cement mortar 1:3(1 cement: 3coarse sand) finished with a floating coat of neat cement, foundationconcrete 1:3:6 mix (1 cement:3 coarse sand: 6 graded stoneaggregate 40 mm nominal size), and making necessary channel incement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stoneaggregate 20 mm nominal size) finished with a floating coat of neatcement all complete as per standard design.

0

2.30 m deep with S.F.R.C cover and frame (heavy duty,HD-20

grade designation) 560 mm internal diameter conforming to

I.S.12592, total weight of cover and frame to be not less than 182

kg, fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size) including centering

shuttering all complete. (Excavation, foot rests and 12 mm thick

cement plaster at the external surface shall be paid for separately)

10 Each

22695.40

226954

019 Extra depth of circuar type manhole 0.91 m internal dia (at bottom)

with Beyond 0.91 m to 1.67 m 0

With F.P.S.Bricks class designation 75 10 Each 3026.73 302670

20 Extra depth of circuar type manhole 1.52 m internal dia (at bottom)with FPS bricks

0

20.1 Beyond 2.30 m 10 Each 9315.85 93159 0

021 Providing orange colour safety footrest of minimum 6 mm thick

plastic encapsulated as per IS:10910 on 12 mm dia steel barconforming to IS 1786 having minimum cross section as 23 mm x25 mm and overall minimum length 263 mm and width as 165 mmwith min. 112mm space between protruded legs having 2 mm treadon top surface by ribbing on chequering besides necessary andadequate anchoring projections on tall length on 138 mm as perstandard drawing and suitable to with stand the bend test andchemical resistance test as per specifications and havingmanufacturer’s permanent identification mark to be visible evenafter fixing, including fixing in manholes with 30x20x15 cm cementconcrete block 1:3:6 (1 cement:3 coarse sand: 6 graded stoneaggregate 20 mm nominal size) complete as per design.

200 Each

222.21

44442

0



S.NO/ CODE



1 Providing and fixing 25mm thick C.I. heavy duty grating includingC.I. / MS angle iron frame fixed with hold fast at 900mm c/c inflooring for the following sizes:

300 mm wide x 600 mm long 30 Each 841.69 252510

2 Providing & fixing M.S. pipe sleeves 1 mtr long of heavy class

with both side M.S. flanges, nut, bolts, washers etc. Including

cutting the M.S. plates, steel bars & welding MS pipe sleeve to

MS plate from both sides including painting two coats of

synthetic enamel paint over a coat of primer complete as required.

0

0a) 100 mm dia 15 Each 1010.03 15150

b) 150 mm dia 4 Each 1515.05 6060c) 200 mm dia 2 Each 2188.40 4377 0

3 Providing and fixing M.S. puddle flanges fabricated out of 6 mmthick M.S. plate of size 300 x 300mm plus dia of pipe of 750mmlong pipe pieces fixed to RCC wall of water tanks. Including paintingwith two coats of primer complete as required. The entire fitting shallbe hot dipped galvanised.

0

0 a) 65 mm dia 5 Each 673.35 3367

b) 100 mm dia 5 Each 831.59 4158c) 150 mm dia 5 Each 1469.60 7348

04 Providing and fixing electronic type level indicator for water

tanks mounting in panel with the following features, level display,alarm when water level is low or high, full range from one level tofour level display and manual reset for alarm etc. with electricalwiring conduit supports from wall & ceiling probs and all otheraccessories complete as required.

4 Each

15150.47

60602

05 Providing and fixing in position G.I. vent with brass mosquito proof

coupling and air filter including return bend, complete as required. 0

0a) 100 mm dia 5 Each 1683.39 8417

06 Providing, fixing, testing & commissioning of vertical MS pressure

filter fabricated from MS sheet as per manufacturer's specificationswith frontal piping & valve to provide service, backwash and rinsingoperations. Water meter at outlet. Complete with intitial charge filtermedia. Including painting inside with two coats of non toxic waterpaint, one coat of zinc chromate two coats of synthetic enamel paintoutside. Including sintex HDP chlroine tank of capacity 100 ltrs. withdosamatic doser, valves, piping & other accessories as permanufacturer's specs. RCC foundation with plastering and MSangle edging with epoxy paint for the entire equipment complete asrequired.

1 Set

306069.69

306070

0Filter for Domestic Water services. 0Tested pressure 5.2Kg/Sq.cm 0

a) Capacity 20000 Lts/Hr 00

SECTION 6: WATER TREATMENT PLANTS AND MISCELLANEOUS ITEMS


S.NO/ CODE



7 Providing, fixing, testing & commissioning of vertical MS ironremoval filter fabricated from MS sheet as per manufacturer'sspecifications with frontal piping & valve to provide service,backwash and rinsing operations. Water meter at outlet. Completewith initial charge filter media. Including painting inside with twocoats of non toxic water paint, one coat of zinc chromate two coatsof synthetic enamel paint outside. Accessories as permanufacturer's specs. .RCC foundation with plastering and MSangle edging with epoxy paint for the entire equipment complete asrequired.

1 Set

344327.98

344328

0Iron removal filter 0Tested pressure 5.2Kg/Sq.cm 0

a) Capacity 20000 Lts/Hr 000

8 Providing and fixing automatic brine preparation system with HDPsalt mixing tank of capacity for 2 regenerations with chemical andconcrete foundation as directed by the Engineer.

0

a) For item no. 7 1 Each 42084.63 420850

9 Providing and fixing C.I. Heavy duty rungs in R.C.C. wall of watertanks etc. Including cutting, chasing the R.C.C. work and makinggood the same complete as required.

50 Each505.02

25251

10 Providing and fixing M.S. structural work fabricated fromstructural steel sections M.S. rounds, angles, channels, tees,square bars, plates including cutting to size, drilling, weldingfixing and welding to insert plates in RCC structural works, asdirected by Engineer. M.S. ladders and tank covers & frame etc.cutting and making good the wall and floor where ever requiredincluding two coats of synthetic enamel paint/epoxy paint over acoat of primer.

250 Kg

81.48

20370

11 Providing & fixing Electric control panel to open/close the solenoidvalve at low/ high water level through level controller in soft watertanks.Including wiring, level controller probes & other accessoriesas required to operate the system automatically.

3 set

14308.77

42926

12 Providing & fixing pressure switch for water pumps to start/stop thepump at set pressure. Including wiring, cabling from pump to panel& all other accessories as required to operate the systemautomatically.

3 set

8416.93

25251

013 Providing and fixing PVC tank with foundation 0

a) Capacity 3000 Lts 1 Each 20200.62 20201

TOTAL CARRIED TO SUMMARY 961211


S.NO/ CODE



EFFLUENT TREATMENT PLANT

1 Providing, isntallation,testing and commissining of ETP for followingincomming and out going parameters.

1 Lot2711250.00

2711250

0The design basis considered to size the treatment plant is as follows.

0

0Flow: 65 m3/day OR 3.5 M3/HR (20 HRS OPERATION) 0COD: 600mg / lit 0BOD: 200 -300 mg / lit 0TSS: 100 –200 mg / lit 0OIL & GREASE: 50 mg / lit 0pH: 6.5 – 7.5 0

0The outlet parameters are as follows: 0

0COD: <100 mg / lit 0BOD: <30 mg / lit 0TSS: <10 mg / lit 0OIL & GREASE: <10 mg/l 0pH : 6.5 – 7.5 0

02 Providing, isntallation,testing and commissining of ETP for following

incomming and out going parameters.1 Lot

2289500.002289500

0The design basis considered to size the treatment plant is as follows.

0

0Flow: 10 m3/day OR 1.0 M3/HR (20 HRS OPERATION) 0COD: 600mg / lit 0BOD: 200 -300 mg / lit 0TSS: 100 –200 mg / lit 0OIL & GREASE: 50 mg / lit 0pH: 6.5 – 7.5 0

0The outlet parameters are as follows: 0

0COD: <100 mg / lit 0BOD: <30 mg / lit 0TSS: <10 mg / lit 0OIL & GREASE: <10 mg/l 0pH : 6.5 – 7.5 0

00

3 R.O. System Water Treatment Plant 0Reverse Osmosis Water Treatment Plant of 10 m3/hr treatmentcapacity as per followin g parameters

1 Lot2952250.00

2952250

Key Raw Water Parameter 0Total Dissolved Solids = Maximum 3000 ppm 0Source of Raw Water = Bore well 0Key RO Treated Water Parameters 0Total Dissolved Solids < 100 ppm (without pH correction). 0Reverse Osmosis plant shall consist of the following: 0

SECTION 7 :EFFLUENT TREATMENT PLANT


S.NO/ CODE



Supplying , fixing, testing and commissioning of skid mountedautomatic reverse osmosis water conditioning system of 10 m3/hrcapacity with minimum recovery of 65% consisting of 2 nos. rawwater pumps (1 working + 1standby), solenoid valve at inlet, micronfilter, 1 nos. high pressure pump (in S.S. construction) reverseosmosis membrane block, anti scalnt dosing & post treatment pHcorrection & chlorine dosing systems with 100 liters chemicaldosing tanks, MIMIC & power cum control panel with PPLC basedSIRO logic controller with necessary flow & pressure indicators. ROplant electrical panel shall also have starters for RO plant feedpumps, level controllers for chemical dosing tanks & treated watertank level controlling. The RO plant shall also comprise of pre-treatment Chlorination & De-hlorination equipment complete withORP controller & automatic dump valve interconnecting piping work,power & control cabling with in the RO Plant RO plant shall becomplete with C.I. P. (Cleaning in place) equipment for peridocmembrane cleaning Make or reserve osmosis plant.

0

00

4 Supply ,installation, testing and commissioning one standby blowerand filter feed pump for effluent treatment plant

1 SET 144600.00 144600.00

The blower shall be of 4 MWC having a capacity of 24m3/hr ,Thefilter feed pump shall have capacity of 3 m3/hr, 0.75 KW speed,2700 RPM.

0

0

0

NOTE:The above rates are inclusive of allmechanical, electrical,pumps and machinary, filtersas per manufactures specifications.

0



S.NO/ CODE



1 Transportation to and from for drilling rig, pipes, flanges and allother materials at site including erection & dismantling &demolization of drilling equipment, after completion of workincluding levelling, dressing,for erecting the equipment.

1 Job

4208.46

4208

02 Drilling with Reverse /Direct circulation rig in all kind of strata except

hard strata ie stone/ sand stone/boulders with 400/ 350 MM diabore size.

0

0 0 - 30 meters 120 metre 841.69 101003 30 - 60 meters 60 metre 925.86 55552 60 - 90 meters 40 metre 1010.03 40401 90 - 120 meters 20 metre 1178.37 23567

03 Supplying and lowering Blind Class `C' MS pipe with welded ends

including painting with two coats of anticorrosive paint complete asrequired.

0

0 a) 200 mm dia 50 metre 1454.44 72722 b) 150 mm dia 50 metre 1148.07 57404

04 Supplying and lowering slotted Class 'C' MS pipe with welded ends.

including painting with two coats of anticorrosive paints complete asrequired.

0

0 a) 200 mm dia 20 metre 1851.72 37034 b) 150 mm dia 20 metre 1515.05 30301

05 Geophysical investigation of the acquifer by electrologing system

with all tools and plants as necessary including supplying ofnecessary report

2 Item7650.98

15302

06 Labour for making arrangements for showing verticality test

including the test for hire charges of tools and plants, scaffolding,labour etc. all completed

5 Item2296.14

11481

07 Supplying and fixing tubewell MS fittings as specified below : 0

0 a. 200mm dia. Housing clamp. 7 Each 1010.03 7070 b. 200mm dia. well cap. 3 Each 841.69 2525 c. 200mm dia bail plugs. 5 Each 1683.39 8417 d. 1.5. x 2.25 mm Pea Gravels. 62 Cu.M 1683.39 104370 e. Centering guide 10 Each 1683.39 16834

08 Developing of both borewells till the sand free discharge is obtained

through efficient air compressor.5 Lot

10100.3150502

09 Testing and overpumping (25% of tube well for 16hr to record draw

down recovering (yield test) including flushing of both borewells.0

0 a. By compressed air method/pump 5 Lot 3060.39 15302 0

10 Collecting sample of water for bacteriological and chemical test for

any depth at any time during execution of work including hire and

labour charges for tools and plants and sterilizing equipments,

paying all charges and fees, testing etc. completed in all respects as

per direction (As per IS 10500 all parameters

3 Lot

10100.31

30301

0

SECTION 8: 2 NOS. BOREWELLS


S.NO/ CODE



11 Supplying and installing cage for submerisible pumps motor,

fabricated out of 40mm x 6mm M.S. flat, welded construction and

put to proper shape to hold pump enclosed and fixed around the

mouth of pump set including painting with two coats of

2 Each

3366.77

6734

anticorrosive paint complete as required. 0 0

12 Providing sanitary sealing on top as per I.S. with 1:3:6 PCC Block ofsize 1m x 1m x 1m

2 Each3366.77

6734

013 Testing commissiong and lowering of submersible pumps set as per

specifications (enclosed in cage) by using `C' class columnpipes (pipes included in seperate column of schedule) includingbinding submersible cable, along with column

3 Set

7650.98

22953

pipes with suitable size of clamps. The submersible pump set withdirect coupled motor rated for 3 phase,50 cycle 415 ± 10% volts A/csupply with the required duty.

0

014 Providing Submersible pump set as per specifications with

direct coupled motor rated for 3 Phase, 50 Cycles 415±10% Volts,AC supply with the following duty.

2 Set42084.63

84169

0 Total head - 100 mts. (Approx.) 0 Flow rate - 20000 ltr/ hr. (Approx.) 0

015 Supply & Installation of G.I. Class `C' column pipe with flanges at

3m intervals including all fittings, flanges, clamps as required.0

0 a) 65 mm dia 120 metre 535.32 64238

016 Supplying, fitting and fixing electric water level guard with 2 pole

electrodes.2 Each

5356.5310713

017 Supplying & Installation as specified the following 0

1) G.I. Bend with Flange 0 a) 65 mm dia 2 Each 228.94 458

0 2) Butterfly valve with flanges 0

a) 65 mm dia 2 Each 3826.33 76530

3) Wafer type check valve with flange 0 a) 65 mm dia 2 Each 3826.33 7653

0 4) Pressure Gauge with isolating valve 2 Each 1010.03 2020

018 Supply, Installation, testing and commissioning of Electrical Panel

Board for Tubewell, duly internally wired, made of 14 SWG sheetwith 2 coats of finish painting with powder coating, including fixingthe same in wall / floor on Angle Iron Frame as per Site conditionand fitted with the following:

0

0

Incoming 00

a) 63A TP MCCB - 1 No. 00


S.NO/ CODE



b) 1 No 96 mm voltmeter 0-500 V, with 0 selector switch & control MCBs. 0

0 c) 1 No 96 mm Ammeter of suitable 0 range with CT's and Ammeter Selector 0 switch & control MCBs. 0

0

Bus Bars 00

a) 100A TPN Aluminium bus bar 00

Outgoing 00

2 Nos. 40 A TP MCB with DOL starter switch for 15 HP motor. Eachcompartment shall contain CT operated ammeter with selectorswitch / manual selector switch with indicating lamp, ON/OFF statusof motor, level button and level cut off.

0

0i) 40A TP ON load changeover switch for after above two starters 2 Set 22954.64 45909

019 Supplying and Installing of Copper arm cable for submersible pump

cable of suitable rating(Tentatively-4 core x 4 sq.mm copper) from

pump to Panel Board with cable clips, supporting clamps, glands,

grommets etc. as required and as per specifications.

500 metre

153.19

76595



S.NO/ CODE



1 Providing & fixing fully submersible sump pumps complete in S.S.for dewatering with 10 mm thick solid handling capacity suitable foroperation on 415 ± 10% V pH 50 cycle A/C power supply & liftingarrangement. a) Pump for drainage (1 w+1sb) 1 Set 88212.03 88212 Capacity 100 LPM each 0 Head 8 Mts 0 RPM 2900 0

02 Providing and fixing horizontal/ vertical monobloc pumping set

(Imported) with SS-304 body and stainless steel impeller, shaft ofSS-316 and C.I. base & head, mechanical seal, connected to aTEFC induction motor suitable for 400/440 volts, 3 phase 50cycles A.C. supply with 150 mm dia pressure gauge withgunmetal isolation cock, vibration eliminating pads underfoundations, 80x40 mm I section base plate bolted to cementconcrete foundations complete.

0

2.1 Raw Water Transfer to Filter Pumps 1 Set 168338.50 168339Capacity - 4.0 lps 0Head - 20 m. 0Set of two pumps ( 1working +1stand by) 0

02.2 Domestic Water Transfer Pumps 1 Set 168338.50 168339

Capacity - 4.0 lps 0Head - 20 m. 0Set of two pumps ( 1working +1stand by) 0

02.3 Domestic Water Transfer Pumps to O.H. Tank 1 Set 227256.98 227257

Capacity - 5.6 lps 0Head - 45 m. 0Set of two pumps ( 1working +1stand by) 0

03 Providing and fixing fully submersible horizontal monobloc pumping

set with CI body and bronze impeller, and C.I. base & head,mechanical seal, connected to a TEFC induction motor suitable for400/440 volts, 3 phase 50 cycles A.C. supply with foundations,80x40 mm I section base plate bolted to cement concretefoundations complete.

0

03.1 Garden Irrigation pumps 2 Set 50922.40 101845

0Capacity- 3.0 lps 0Head - 30.0 m. 0Set of two pumps ( 1working +1stand by) 0

04 Control Panel for water supply and drainage pumps in pump room

:-1 Set

193589.28193589

0

SECTION 9: PUMPS, EQUIPMENT & ELECTRICAL PANEL


S.NO/ CODE



Design, manufacture, supply, installation, testing andcommissioning of the following integrated, cubicle type, deadfront, extensible, sheet steel control panel anchoring the panel tothe foundation. The panel shall be duly powder coated and suitablefor 500 volts, 50 cycles, 4 wire supply. Quoted price shall include1100 volts grade rubber mats over 50mm thick teak wood platform,wiring and tinned copper earthing from control panel to variousequipment like motor starters, pump motor, etc. The panel shallhave separate compartments for bus bar and cable alleys. Thefollowing components and accessories shall be mounted withineach control panel.

0

0a. 1 No. 100 amps 4 pole manual operated on load change over switch

with 1 Nos. 100 amps TPN incoming 25kA MCCB complete with

overcurrent, short circuit release and the following:

0

i. 0-500 volts 96 x 96mm square digital electronic voltmeter withselector switch through 415V / Ö3 : 110V/ Ö3 PT primary and centretapped and earthed secondary with 2 amps protection TP MCB 1Set

0

0ii. 0-150 amps 96 x 96 mm square digital electronic ammeter with

150/5 amps 15 VA CL:1 CT's and selector switch. 1 Set0

0iii. Phase indicating lamps through above PT 415/Ö3 : 110V/ Ö3

0

0b. Aluminium bus bar PVC sleeved, rated at 100 amps for three

phase & neutral phase bus bar shall have maximum currentdensity of 1 amps per sq.mm. and the neutral bus bar of not lessthan 50% capacity.

0

0Outgoing: 0 0

c. 7 Nos. 16 amps 25kA TPN MCCB outgoing feeders with 2-3 KW

DOL starters out going feeders to wet riser and sprinkler pump

motor. The compartment shall contain CT operated digital electronic

ammeter of 0-200 amps range with selector switch and indicating

lamp with MCBs for `ON'/OFF`TRIP' status of motor.

0

0d Necessary cable alleys space for spare switches, internal wiring

and copper earthing of all equipment shall also be included. All

switch gears/control gears shall be motor duty rating.

0

0e 1 No. 16 amps 25kA TPN MCCB as spare. 0

0Motor control centre as described above 0

05 Control Panel For Sump Pump & Garden Irrigation Pumps 0

0Design, manufature, supply,installation, testing and commissioningof the following integrated, cubicle type, dead front, extensinel,sheet steel control panel, to the foundation. The panel shall besuitable for 500 volts, 50 cycles, 4 wire supply. Quoted price shallinclude, wooden flatform with 25 mm thick rubber mats, wiring,cabling, control wiring and copper earthing from control panel tovarious equipment like motor starters pump motors, etc. Thepanel shall have compartments for bus bar and cable alleys. Thefollowing components and accessories shall be mounted withineach control panel.

0


S.NO/ CODE



0a) One No. 100 amps TP incoming MCCB complete with the following:

0

0i. 0-500 volts 96 x 96 square mm voltmeter with selector switch and fuses.

0

1 SET 00

ii. 0-50 amps 96x96 sqare mm ammeter with 50/5 amps ratio CT's and selector switch.

0

1 SET 00

iii. Over voltage and under voltage tripping machanism forpersistent voltage fluctations of more than ± 10% of the ratedvoltage for more than 5 minutes.

0

1 SET 00

iv. Phase indicating lamps with toggle switches. 0 0v. Indication lamps for ON/OFF/TRIP status of motors 0 0

b) Copper bus bar sleeves type, rated at 200 amps for three phase &neutral. Phase bus base shall have maximum current depsity of 1amps per sq.cm. and the neutral bus bar of not less than 50%capacity.

0

0c) OUTGOING FEEDERS / STARTERS: 0

0i. 32A TP MCCB with DOL starter suitable for 5 HP motor for sump

pump0

2 SETS 0 0

ii. Spares TP MCCB's 0a. 32 Amps - 1 No 0

0Automatic fire protection by powdered Aerosol C 0

02 Nos. as required "Dynameco 300-EO2" 02 Nos. smoke detectors 01 No. alarm panel 0

0Control Panel as described above. 1 Set 92586.18 92586

0Notes: 0

a. All switch gear / panels shall be suitable for 20 KA rating. 00

b. All outgoing will have 96 sq mm size ammeter & CT 00

c. All starter will have spare 10 amps 230 V coil auxilliary contactor for Building Automation System

0

0d. All starter units for pumps to be provided with 3 level liquid level

contactor.0

0e. All outgoing starter units to have `ON' red lamps. 0

0f. All pumps to be provided with duty selector switch. 0


S.NO/ CODE



0g. All pumps to be provided with sequence timer 240 / 145 C AC / DC

& alternate working of pumps between 6 to 8 hrs. Or alternateuses of pumps after one service in sequence.

0

0h. All pumps to be provided with over load relay. 0

0I All pumps to be provided with dry running protection 0

0j All starter to be provided with single phase preventer. 0

0k Necessary cable alleys space for spare switches, as internal wiring

and copper earthing of all equipment shall also be included. Allswitch gears / control gears shall be motor duty rating.

0

TOTAL CARRIED TO SUMMARY 10157890 1040166

Contract No. JP/EW/C-4 MANSAROVAR DEPOT BOQ(OHT)

Sl. No. ITEM Quantity Unit Rate Amount

PART 1: CONCRETE WORK

1. 1 Providing and laying in position, machine batched and

machine mixed concrete, vibrated to provide proper

compaction, all complete as shown or directed in-

Concrete of grade M-15 under foundations, plinth and tie

beams, under floors, basements, under base slabs of

water tanks, bases of platforms, and in fills. 7 Cum 3230.00 22610

01.2 Providing and laying cast in position machine batched ,

machine mixed and machine vibrated design mix

cement concrete of specified grade for reinforced

cement concrete structural elements , excluding the cost

of centring shuttering finishing and reinforcement

including admixtures in recommended proportions (as

per IS 9103) to accelerate retard setting of concrete to

improve workability without impairing strength and

durability as per direction of Engineer-in-charge M30

grade reinforced concrete 01.2.1 All Work Upto Plinth level

120Cum

3743.10 4491721.2.2 All work above Plinth level 269 Cum 4201.00 1130069

01.3 deleted

0

01.4 Extra for RCC Work in Superstructure above floor V

level for each four floors or part thereof 01.4.1 Above 10m height but upto 20m height above ground

level 45

Cum

563.94 253771.4.2 Above 20m height but upto 30m height above ground

level 109

Cum

1127.88 1229390

Part 2 : FORMWORK 02.1 Centring and shuttering including strutting , propping

etc. and removal of form for 02.1.1 Foundations, footings, bases of columns etc. for mass

concrete. 91sqm

106.76 97152.1.2 Walls (any thickness) including attached pilasters,

butteresses, plinth and string courses etc. 266

sqm

185.91 494522.1.3 Lintels, beams, plinth beams, girders, bressumers and

cantilevers. 335sqm

153.67 514792.1.4 Columns, Pillars, Piers, Abutments, Posts and Struts

410sqm

237.28 972852.1.5 Stairs, (excluding landings) except spiral-staircases. 104 sqm 185.91 193352.1.6 Arches , domes, vaults upto 6m span 100 sqm 661.42 66142

BILL OF QUANTITIES FOR OVERHEAD WATER TANK OF STAGING HEIGHT 25.0M

JP/EW/C4 (All amounts in INR)

Page 26


Sl. No. ITEM Quantity Unit Rate Amount2.1.7 Suspended floors, roofs, landings, balconies and access

platform. 96

sqm

194.29 186522.2 Extra for additional height in centring, shuttering

whereever required with adequate bracing propping etc.

including cost of de-shuttering and decentring at all

levels over a height of 3.5m for every additional height of

1 metre or part thereof (Plan area to be measured ) : 02.2.1 Above ground level upto 10m height 362 Sq.m 469.95 1701222.2.2 Above 10m height but upto 20m height above ground

level 503

Sq.m

1313.45 6606652.2.3 Above 20m height but upto 30m height above ground

level 594Sq.m

1452.03 862506

02.3.1 Centring and shuttering including strutting , propping

etc. and removal of form for: : Extra for arches, domes,vaults exceeding 6m span 350

Sq.m

210.88 738080

Part 3 : REINFORCEMENT 00

3.1 Reinforcement for RCC work including straightening ,cutting, bending, placing in position and binding allcomplete : Thermo-Mechanically Treated Bars 51 MT 46250.00 2358750

4 FINISHING0

4.1 Cement concrete flooring 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate) finished with a floatingcoat of neat cement including cement slurry, butexcluding the cost of nosing of steps etc. complete. 025mm thick with 12.5mm nominal size stone aggregate 6 Sqm 241.00 1446

0Finishing walls with water proofing cement paint"Snowcem - Plus" of M/s Snowcem India Ltd., orequivalent of required shade : 1055 40.36 42580New work (Two or more coats applied @ 3.84 kg/10sqm) 0

04.3 6mm polymer cement plaster 1:3 (1 cement : 3 fine

sand) finished with a floating coat of neat cement andthick coat of polymer paint on top of walls when dry alletc., complete: 212

sqm

135.68 287640

5 Brick work 0

5.1Brick work with F.P.S. bricks of class designation 75 infoundation and plinth in : 0Cement mortar 1:4 (1 cement : 4 coarse sand) 8 Cum 2583.13 20665

6 Steel work 06.1 Steel work welded in built up sections/framed work

including cutting hoisting, fixing in position and applyinga priming coat of approved steel primer using structuralsteel etc.as required.In stringers, treads, landings etc. of stair casesincluding use of chequered plate wherever required ; allcomplete 3860 Kg 78.33 302354

0

4.2 Cum

Page 27


Sl. No. ITEM Quantity Unit Rate Amount6.2 Providing and fixing hand rail by welding etc. to steel

ladder railing, balcony railing & staircase railingincluding applying a priming coat of approved steelprimerG.I. pipes 40 mm nominal bore (class B) 1200 Kg 72.30 86760CARRIED OVER TO SUMMARY 0

0Part 7: PLUMBING 0

01 Providing & applying injection grouting in RCC wall @ 1

m c/c with 12 mm dia holes & injecting cement & flowcable 50 of MBT in required proporation at constructionjoint 160 Rmt. 301.25 48200

02 Providing & applying two coats of master seal 501 of

MBT by brush including cleaning of the wall surface withwire brush 135 Sqm. 243.41 32860

03 Supply & laying heavy class G.I. Pipes excluding fittings

with threaded joints (flanged) as per IS 1239 0a) 50 mm dia 36 metre 740.87 26671b)100 mm dia 72 metre 1626.00 117072c)150 mm dia 72 metre 2476.98 178343

04 G.I Equal / Reducing Elbows threaded -UNIK Make 0

a) 50 mm dia 5 Each 301.77 1509b)100 mm dia 5 Each 1192.65 5963c)150 mm dia 10 Each 3295.58 32956

05 G.I Equal / Reducing TEEs Threaded -UNIK Make 0


06 GI Threded Coupling 0


07 Hexagonal Nipple 0


00

8 100 mm bend (Fabricated) for OHT vent 6 Each 688.93 41340

9 GI Flange (other than Unik Make) 0a) 50 mm dia 5 Each 490.05 2450b)100 mm dia 10 Each 1086.67 10867c)150 mm dia 10 Each 2225.25 22253

00

10 Level Controllers + Panel Box Excluding Cabling 2 Nos. 20006.10 400120

11 Supply and laying copper unarmoured cable 3 core 50 metre 122.87 6144

CARRIED OVER TO SUMMARY7274251

TOTAL SUMMARY 0

Page 28

Contract No. JP/EW/C-4 - MANSAROVAR DEPOT BOQ(PD Works)

BILL OF QUANTITIES - PROPERTY DEVELOPEMENT WORKS (All amounts in INR)Sl .No. Description Quantity Unit Rate

Section-1 : Site Clearing and Grading

1.1 Earth work in filling with approved quality locally

available DMRC excavated earth from adjoining

area within Mansarovar Depot and laying in

layers not excavating 150mm(compacted) over

the last finished compacted surface leading from

nominated areas watering /grading, levelling and

mechanical compaction as per specifications

with all lift (upto 2 km. lead). 23585 Cum 96.23


Note :- There may be 100% variation in quantity of theitem 1.1 and the contractor will not be paidanything extra for the additional quantity .

SCHEDULE OF QUANTITIES - STRUCTURAL WORK

Section-2 : Earth Work - Excavation & Backfilling

2.1 Earthwork in excavation in all kinds of soil, over

all areas, stacking the excavated material at site

and backfilling with the excavated soil, for all the

locations like sides of retaining walls,foundations,

trenches, rafts etc. Backfilling with the

excavated soil shall be done in layers not

exceeding 200 mm in thickness and compacting

each layer as per specifications, for all leads

and lifts. Rate to include, but not be limited to-

extra excavations required for supporting side

shuttering of foundations/walls etc and that

required for making the side slopes stable,

dewatering as required all inclusive to complete

the work as per specifications; for works in –

2.1.1 Basements, under-ground tanks etc. 141145 Cum 84.35

2.2 Providing, laying and compacting fine sand fill inplinths in layers not exceeding 150 mm inthickness, complete as per specifications anddrawings and as directed. 3150 Cum 361.50


Section-3 : Concrete Work (Plain & Reinforced)

BILL OF QUANTITIES OF PROPERTY DEVELOPMENT WORKS ,FOR BASEMENT ,PARKING & DECK WORK OVER STABLING LINE

CONTRACT : JP/EW/C-4

29


Sl .No. Description Quantity Unit RateRates of all cement concrete items (Plain &

Reinforced) described below shall Include

work at all levels and locations within the

site, and shall in all cases be inclusive of cost

of admixtures in required dose, "formwork

scaffoldings and other temporary" works to

produce the described items. Cement used

for the works shall be of grade 53 only, of

Ordinary Portland Cement.

3.1 PLAIN CEMENT CONCRETE

Providing and laying in position, machinebatched and machine mixed concrete, vibrated toprovide proper compaction, all complete asshown or directed in-

3.1.1 Concrete of grade M-15 under foundations, plinthand tie beams, under floors, basements, underbase slabs of water tanks, bases of platforms,and in fills. 4327 Cum 3230.00

3.2 REINFORCED CEMENT CONCRETE

Providing and laying cast in place controlled

cement concrete of grade M-30 for reinforced

concrete works to produce F4 finish for all items

except for those where F2 finish is specified

below. Cost of concrete to include, but not be

limited to making concrete water-proofed in

areas like water tanks and basement structures.

Cost of reinforcements to be paid for separately,

for concrete works in-

3.2.1 Foundations for columns and walls, column

pedestals plinth beams, foundation tie beams,

and other similar works as shown or as directed. 23512 Cum 4040.00

3.2.2 Columns, hangers, posts and mullions of allshapes and sizes. 8240 Cum 5400.00

3.2.2 Floor slabs, water tank cover slabs, stair

landings, waist slabs including steps, folded

stairs, inclined / sloping slabs, copings, sills Floor

and landing level beams, spandrels, lintels of all

shapes and sizes, including flares in plan or in

elevation, pergolas, coffers etc.and all such

horizontal elements at all levels. 27096 Cum 5400.00

3.2.3 Walls and bases of water tanks and basementStructures including cost of approved make andquantity of waterproofing compound complete, toproduce F2 finish. (Responsibility of producingwater proof and damp proof concrete for thestructures shall rest with the contractor whetheror not he proposes to use water proofingcompounds or any approved means of creatingwater tight and damp proof structures) The rateto include water bars also. 230 Cum 5500.00

30


Sl .No. Description Quantity Unit Rate3.2.4 Vacuum dewatered concrete for grade slabs

using Polypropylene fibers at 1.0 kg of fibers percum of Concrete, including machine trovelling forsmooth finish. 2142 Cum 5000.00

3.2.5 Add for providing richer mix respectively at allfloor levels :Providing M45 grade RCC instead ofM30 50 Cum 271.13


Section-4 : Form Work

Cost of formwork to be included in relevant items of concrete work described in Section-3.

Section-5 : Reinforcement Work

5.1 Providing and placing in position HYSDreinforcement bars TMT conforming to IS:1786-1985 of grade Fe 500 including cutting,straightening, cleaning, bending, binding withmild steel annealed binding wire of 18 SWGcomplete as per drawings, specifications anddirections of Engineer. The scope of work willtack/butt welding of reinforcement wherenecessary at all heights and depths as perdrawings or as directed by the Engineer. 7466 MT 46250.00


Section-6 : Miscellaneous Works

6.1 Providing and fixing in position Floor Expansion

Joint covers (Model no. GFT 200 as

manufactured by C/S GROUP, USA /VEXCOLT,

U.K. or equivalent) as per specifications attached

for internal horizontal joints in the floor slab

including cost and conveyance of all materials,

labour charges, sundries etc. complete as per

drawings and as directed by En-in-charge.Width of joint 50mm 569 m 4715.17

6.2 Providing and fixing in position Wall ExpansionJoint covers (Model no. W-90 C/S GROUP, USA/ VEXCOLT, U.K or equivalent) as perspecifications attached for internal vertical jointsin the wall columns including cost andconveyance of all materials, labour charges,sundries etc. complete as per drawings and asdirected by the En-in-charge.Width of joint 50mm 601 m 1929.21

6.3 Providing and fixing PVC water stopper as per IS: 15058 – 2002 at construction joint in RCC work,of size 230 mm X 10 mm of approved designedand make with central bulb all complete as perdirection of En-in-charge. 267 m 5108.00

6.4 Water Proofing of Basement area as perStructural Specification Section no. 8.0

a) Below Raft 19046 Sqm. 602.50b) On sides of Retaining wall 6921 Sqm. 602.50

31


Sl .No. Description Quantity Unit Rate


TOTAL

32


Amount

2269584.55

2269584.55

11905580.75

1138725.00

13044305.75

R

33


Amount

13976210

94988480.00

44496000.00

146318400.00

1265000.00

34


Amount

10710000.00

13556.50

311767646.50

345302500.00

345302500.00

2682931.73

1159455.21

0.00

1363836.00

0.00

0.00

11475215.00

4169902.50

35


Amount

0.00

0.00

20851340.44

683651822.00

36

Sl. No. Item Qty Unit Rate Amount (in Rs.)

1 Any other DSR 2007 item

1 L.S 5000000 5000000

5000000

BILL OF QUANTITIES FOR ANY OTHER DSR ITEMS

Contract JP/EW/C-4

Total

S. No. Description of Items Unit Qty. Unit Rate Amount

1

Earthwork in excavation in all kinds of soil, over all areas,stacking the excavated material at site and backfilling with theexcavated soil, for all the locations like sides of retainingwalls,foundations, trenches, rafts etc. Backfilling with theexcavated soil shall be done in layers not exceeding 200 mm inthickness and compacting each layer as per specifications, forall leads and lifts. Rate to include, but not be limited to- extraexcavations required for supporting side shuttering offoundations/walls etc and that required for making the sideslopes stable, dewatering as required all inclusive to completethe work as per specifications; for works in –

1.1 Foundations, tie beams, plinth beams etc. cum 2000 96.4 192800.000.00

2

Cast in situ RCC-providing and laying cast in situ controlledcement concrete M 30 garde in various locations, laid andcompacted and cured. Item to include approved shuttering at allheights and levels for concretefinish,bracing,bolting,wedging,easing,striking, removal ,cost ofconstruction control points etc complete.Props using X and Kbracing(wooden ballies as props shall not beallowed),allowance for forming grooves,dripthroats,chamfers,cut out opening etc.wherever called for andfor dressing with approved shuttering oil to preventadhesion.the shuttering shall be of marine ply of requiredthickness(min 12 mm thick) or 4 mm thick steel platesadequately stiffned and braced as approved by engineer topattern include the cost of admixture/plasticizers if used by thecontractor.This item shall also include the concrete required tobe waterproofed such as water tanks,retaining walls,base raftsetc in case of integral waterproofing no extra payment to bemade..Item to include earthwork in excavation for all kinds ofsoil for foundation of retaining wall and refilling of sides offoundation etc 0.00complete.reinforcement will be paid seperately(concrete shallbe taken from automatic batching plant only) 0.00

2.1Pile cap / columns/wall footing.Pedestal ,tie beams at plinth level and similar works. Cum 850.00 4040.00 3434000.00

2.2

Columns, column caps, pedestral at top of columns, retainingwalls, shear walls beam and slab etc as required. Item toinclude curved columns and column caps beam slabs etc

Cum 190.00 5400.00 1026000.00

3

Providing and laying in position, machine batched and machinemixed concrete, vibrated to provide proper compaction, allcomplete as shown or directed in-Concrete of grade M-15under foundations, plinth and tie beams, under floors,basements, under base slabs of water tanks, bases ofplatforms, and in fills. Cum 350.00 3230.00 1130500.00

BILL OF QUANTITIES FOR PRECAST BOUNDARY WALL

Contract JP/EW/C4 (all amounts in INR)

4

Providing and fixing precast concrete M-30 grade panels inboundary wall,tie beams, gutter, window sills, lintels, steps ofstaircase, cover of drain, sump, manholes and all otherlocations as called for etc complete. cast to profile andthickness required and or as directed, cured, hoisted andinstalled at all stages including necessary formwork/mouldmade up of plywood/steel etc for concrete finish F4 adequatelyframed, braced and stiffened alignign position, necessarytemporary supports wherever called for etc to the thicknessrequired and or as directed by the Engineer. The rate is also toinclude the cost of transporting, placing, aligning, providingtemporary supports ,welding to the inserters and stays for pre-cast concrete members in a approved manner. Reinforcementshall be paid separately. (concrete shall be taken fromautomatic batching plant) Cum 850.00 4500.00 3825000.00

5Brick work with F.P.S. bricks of class designation 75 infoundation and plinth in cement mortar 1:4 (1cement : 4 coarsesand) Cum 480.00 2831.75 1359240.00

0.00

6

Providing and placing in position HYSD reinforcement barsTMT conforming to IS:1786-1985 of grade Fe 500 includingcutting, straightening, cleaning, bending, binding with mild steelannealed binding wire of 18 SWG complete as per drawings,specifications and directions of Engineer. The scope of workwill include tack/butt welding of reinforcement wherenecessary at all heights and depths as per drawings or asdirected by the Engineer. MT 250.00 46250 11562500.00

7 12mm plaster of mix : 1:6 (1 cement : 6 Fine sand ) SQ.M 4700.00 84.35 396445.00

8

Finishing walls with water proofing cement paint "Snowcem -Plus" of M/s Snowcem India Ltd., or equivalent or requiredshade : - New work (Two or more coats applied @ 3.84 kg/10sqm) SQ.M 1500.00 30.80 46200.00

9

Providing and fixing MS ube frame of 35mm to 50mm (Medium grade) nominal bore, cutting ends to required interpretation curve and welding for barbed wire fencing, provision of steel hooks for holding barbed wire in position as per approed plan including applying a primer cost of approved plan including applying a primer coat of approved steel primer etc. complete. Kg. 24000 61.95 1486800.00

10

Providing and fixing GI barbed wire, Type-II, IS 270 live wires 2 nos. 2.5 mm dia at 150mm c/c as per approved plan to MS tubes including cutting, straightening, stretching and other incidental works etc. complete as directed. M 2100 13.65 28665.00

11Providing and fixing of punched tape concertine coils of 600mm diameter over the boundary wall for all lifts and leads with "J" and "U" clips etc. complete as per manufacturer's specialisations (Each coil to spread to 5.4 mts. Each Coil 310 1482.6 459606.00

24754956.00TOTAL

608c4 Addendum 2 Final

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Transcript of 608c4 Addendum 2 Final