proposed airport residency, at jagatpura...

PROPOSED AIRPORT RESIDENCY, AT JAGATPURA JAIPUR

TENDER DOCUMENTS FOR

FIRE FIGHTING WORK

CLIENT M/s MASS INFRA PROJECTS

SERVICES CONSULTANTS Srajan associates

JAIPUR

Special Condition

AIRPORT RESIDENCY, JAIPUR SPECIAL CONDITION - 1

FIRE FIGHITNG WORK SRAJAN ASSOCIATES

SPECIAL CONDITIONS

THE CONTRACT SHALL GENERALLY INCLUDE THE FOLLOWING SERVICES:

1. ALL FIRE FIGHTING WORK SHALL BE CARRIED OUT IN COMPLIANCE

WITH SPECIFICATIONS GIVEN HERE UNDER IN THIS SECTION AND IN

COMPLIANCE WITH INDIAN STANDARD AND RULES IN FORCE. THE

WORK SHALL ALSO CONFIRM TO ANY SPECIAL REQUIREMENT OF

LOCAL FIRE AUTHORITY OR NATIONAL BUILDING CODE.

2 THE WORK SHALL BE EXECUTED AS PER GENERAL SPECIFICATION FOR

FIRE FIGHTING WORKS. THE WORK SHALL BE EXECUTED IN CONFORMITY

WITH THE BEST METHOD OF MODERN ENGINEERING PRACTICE AND TO

THE ENTIRE SATISFACTION OF THE CONSULTANT / ARCHITECT.

3 THE CONTRACTOR SHALL USE THE MATERIAL AS LISTED IN THE

RECOMMENDED MAKES WITH PRIOR APPROVAL OF ARCHITECT /

SERVICE CONSULTANT. IN CASE IT IS FOUND THAT THE CONTRACTOR

HAS DELIBERATELY DELAYED THE PROCUREMENT OF MATERIAL. THE

OWNER SHALL BE FREE TO PROCURE THE SAME AT THE COST OF

CONTRACTOR WITH NECESSARY OVERHEADS.

4 THE SPECIFICATIONS GIVEN IN THE TENDER NEED NOT BE COMPLETE

SPECIFYING ALL PARAMETERS OF DESIGN CONSTRUCTION AND

EXECUTION THE INTENT OF SPECIFICATIONS IS TO ENSURE THAT THE

EQUIPMENT AND WORK FULLY COMPLIES WITH AND CONFIRM TO

LOCAL, STATE AND NATIONAL SPECIFICATIONS VIZ. TAC, ISI,

NATIONAL BUILDING CODE AND OTHER AUTHORITIES AS MAY BE

APPLICABLE FROM TIME TO TIME.

THE ENTIRE MATERIAL AND EXECUTION SHOULD BE ACCEPTABLE TO

THE OWNERS WHO SHALL INTERPRET THEIR APPLICABLE



SPECIFICATION/ CODES / REQUIREMENTS. THE OWNERS SHALL HAVE

THE RIGHT TO FINALLY ACCEPT THE INSTALLATION OR SUGGEST

MODIFICATIONS.

5 ALL FIRE FIGHTING WORK SHALL BE TESTED BY THE CONTRACTOR IN

ACCORDANCE WITH THE PRESCRIBED TESTS IN THE PRESENCE OF THE

ENGINEER-IN-CHARGE. THE RESULTS OF SUCH TESTS SHALL BE

RECORDED AND SIGNED BY THE CONTRACTOR AND HIS SUPERVISOR

AND THE ENGINEER-IN-CHARGE. THE CONTRACTOR SHALL ENSURE THAT

THE TEST RESULTS ARE SATISFACTORY AND ARE IN CONFORMITY WITH

THE STANDARD TEST RESULTS ACCEPTED FOR SUCH WORKS. IF THERE

IS ANY VARIATION IN TEST RESULTS THE DECISION OF ENGINEER-IN-

CHARGE REGARDING ACCEPTANCE OF THE WORKS SHALL BE FINAL

AND BINDING TEST REPORTS SHALL BE SUBMITTED (IN TRIPLICATE) IN

THE FORM AS APPROVED BY THE ENGINEER-IN-CHARGE / CONSULTANT.

6 SITE

THE CONTRACTOR SHALL VISIT THE SITE OF THE WORK AND SHALL

SATISFY HIMSELF AS TO THE CONDITIONS UNDER WHICH THE WORK IS

TO BE PERFORMED. HE SHALL ALSO CHECK AND ASCERTAIN THE

LOCATION OF ANY EXISTING STRUCTURES OR EQUIPMENT OR ANY

OTHER SITUATION THAT MAY AFFECT THE WORK. NO CLAIM MADE IN

IGNORANCE OR MISUNDERSTANDING OF SITE CONDITIONS ON

ACCOUNT OF GROUNDS OF INSUFFICIENT DESCRIPTION SHALL BE

ALLOWED AT A LATER DATE.

THE CONTRACTOR SHALL MAKE HIS OWN ARRANGEMENTS FOR

STORAGE OF MATERIAL WATCH & WARD, NO LABOUR

ACCOMMODATION SHALL BE PROVIDED BY THE OWNERS.



7 SPECIAL CONDITIONS

A MATERIAL & WORKMANSHIP

THE OWNER SHALL HAVE FULL POWERS TO GET THE MATERIAL

OR CHECK THE WORKMANSHIP ETC, INSPECTED AND TESTED BY THE

INDEPENDENT AGENCY AT THE CONTRACTOR'S EXPENSES. IN ORDER

TO ASCERTAIN THEIR SOUNDNESS AND ADEQUACY.

B DRAWINGS AND SPECIFICATIONS

THE DRAWINGS, SPECIFICATIONS AND THE SCHEDULE OF QUANTITIES

SHALL BE CONSIDERED AS PART OF THE CONTRACT. ANY WORK OR

MATERIAL SHOWN ON THE DRAWINGS BUT NOT INCLUDED IN THE

SCHEDULE OF QUANTITIES, OR VICE VERSA SHALL BE EXECUTED AS IF

CALLED FOR IN BOTH.

DRAWINGS INDICATE THE EXTENT AND GENERAL LAYOUT OF

EQUIPMENT ETC ANY CHANGES FOUND ESSENTIAL TO COORDINATE

INSTALLATION OF THIS WORK WITH OTHERS SHALL BE MADE

WITHOUT ANY EXTRA CLAIMS.

THE QUANTITIES GIVEN IN THE SCHEDULE OF QUANTITIES PRICE

SCHEDULE ARE AS EXACT AS COULD BE SECURED AND THEIR

COMPLETE ACCURACY IS NOT GUARANTEED, THE CONTRACTOR

SHALL BE RESPONSIBLE TO CHECK AND ASCERTAIN THE EXACT

LOCATION OF THE ALL EQUIPMENT AS WELL AS THE ROUTES AND

LENGTHS OF PIPING WORK ETC.

AFTER AWARD OF THE WORK CONTRACTOR SHOULD SUBMIT

THE SHOP DRAWING FOR THE FIRE FIGHTING WORK, PUMP

ROOM WORK TO THE OWNER / CONSULTANT FOR APPROVAL.

AFTER GETTING APPROVAL CONTRACTOR SHOULD START THE

WORK AS PER DRAWING.



C CERTIFICATE OF INSPECTION & TAKING OVER OF INSPECTION

THE CONTRACTOR SHALL BE RESPONSIBLE FOR GETTING THE

INSTALLATIONS INSPECTED AND APPROVED BY THE CHIEF FIRE

OFFICER FOR GETTING THE NOC.

THE CONTRACTOR SHALL OBTAIN AND DELIVER TO THE OWNER

THE CERTIFICATE OF FINAL INSPECTION AND APPROVAL BY THE

LOCAL FIRE AUTHORITIES CONCERNED. THE INSPECTION FEES ETC

SHALL BE PAID BY THE OWNER FOR THE FIRST INSPECTION ONLY.

IN CASE ANY DEFECTS ARE POINTED OUT BY THE CHIEF FIRE OFFICER

THE CONTRACTOR SHALL REMOVE THESE DEFECTS AT HIS OWN

COST, AND ARRANGE FOR RE INSPECTION OR INSPECTIONS BY THE

FIRE OFFICER, TILL SUCH TIME THE INSTALLATION IS FINALLY

APPROVED AND THE REQUIRED CERTIFICATE IS ISSUED, THE

CONTRACTOR SHALL BEAR ALL EXPENSES AND DEPOSIT NECESSARY

FEES FOR THE SECOND AND SUBSEQUENT INSPECTIONS BY THE CHIEF

FIRE OFFICER.

D MAINTENANCE MANUAL/TECHNICAL CATALOGUES ETC.

TO FACILITATE MAINTENANCE, THE CONTRACTOR SHALL SUPPLY

THREE SETS OF INSTALLATION, COMMISSIONING AND OPERATION

MANUALS AND DETAILED AS BUILT DRAWINGS.

E CONTRACTUAL RESPONSIBILITY

AFTER COMPLETION OF WORKS THE CONTRACTOR SHALL SUBMIT

COMPLETION DRAWINGS IN THE FORM OF ONE COMPLETE SET OF

ORIGINALS ON SEPIA CLOTH WITH TWO SETS OF BLUE PRINTS &

SOFT COPIES.



F CONTRACTOR SHOULD DEPUTE ATLEAST ONE SUPERVISOR AT SITE

WHO WILL COORDINATE THE WORK WITH OTHER AGENCIES

WORKING AT SITE.

G MINOR CIVIL WORK SUCH AS MAKING OF SLEEVES IN BEAM / SLAB, CHISELING OF WALL, OPENING IN THE WALL, CLEARING OF SLEEVES SHALL BE IN THE SCOPE OF CONTRACTOR. H WORKS COMPLETION PERIOD WILL BE 1 MONTHS FROM THE ISSUE OF WORK ORDER.

I PRICES QUOTED SHALL BE INCLUSIVE OF EXCISE DUTY, SALES TAX, WORKS CONTRACT TAX, SERVICE TAX, FREIGHT/ INSURANCE ETC AND ANY OTHER TAX AS APPLICABLE – (LOCAL/ STATE/ CENTRAL).

J THE OWNER HAS THE RIGHT TO INCREASE OR DECREASE THE

QUANTITY / DELETE ANY ITEM.



APPENDIX – I

SUMMARY OF SALIENT ASPECTS TENDER DETAILS FOR FIRE FIGHTING WORK 1. Validity of offer : 30 days from the date of opening of

tender 2. Defects liability period : 12 months from the date of virtual

completion 3. Date of commencement : from the date of confirm work order 4. Minimum value of work interim billing : maximum of one bill per month 5. Security deposit/retention money : 5% of gross value of each interim

bill subject to contract price. 6. Rate of interest for delayed payment : nil 7. Submission of final bill : within one month from the date of

virtual completion. payment 3 months after receipt of contractors final billing.

8. Period of completion : months 9. Terms of payments : 10% advance. : 60% against material at site . : 15% against erection. : 10% after commissioning and

handing over. : 5% after one year defect liability

period which can be released earlier on submitting of bank guarantee.

Technical Specifications

AIRPORT RESIDENCY, JAIPUR TS - 1

FIRE FIGHTING WORK SRAJAN ASSOCIATES

TECHNICAL SPECIFICATIONS FIRE FIGHTING WORKS: 1.0 GENERAL: 1.1 The work shall be carried out in the accordance with the drawings and design as would be

issued to the Contractor by the Design Consultant duly signed and stamped by him. The Contractor shall not take cognizance of any drawings, designs, specifications etc. not bearing Design Consultant signature and stamp. Similarly the Contractor shall not take cognizance of instructions given by any other Authority except the instructions given by the Client’s Representative in writing.

1.2 The work shall be executed and measured as per metric dimensions given in the Bill of

Quantities, drawings etc. 1.3 The Contractor shall acquaint himself fully with the partial provisions for supports that may

be available in the structure and utilize them to the extent possible. In any case the Contractor shall provide all the supports regardless of provisions that they have been already made. Nothing extra shall be payable for situations where insert plates (for supports) are not available or are not useful.

1.4 Shop coats of paint that may be damaged during shipment or erection shall be cleaned off

with mineral spirits, wire brushed and spot primed over the affected areas, then coated with paint to match the finish over the adjoining shop painted surface.

1.5 The Contractor shall protect / handle the material carefully and if any damage occur while

handling by the Contractor then the sole responsibility shall be of the Contractor. Such damages shall be rectified/recovered by the Contractor at no extra cost whatsoever.

1.6 The Contractor shall, within twenty one (21) days of receipt of the Notice of Award for the

Project, where applicable, complete the submission of shop drawings to the Client’s Representative for approval by the Design Consultants in order to conform to the contract schedule.

1.7 Measurements: All measurements shall be taken in accordance with relevant IS codes, unless otherwise

specified.



2.0 APPLICABLE CODES AND STANDARDS:

All equipment, supply, erection, testing and commissioning shall comply with the requirements of Indian Standards and code of practice given below as amended upto the date of submission of Tender. All equipment and material being supplied shall meet the requirements of BIS and other relevant standard and codes. MS Tube upto 150mm - IS:1239 MS Tubes above 150mm - IS:3589 Malleable Iron Fittings - IS:1239 - 1982 (Part-I&II) Cast Iron Sluice Valves - IS: 780 - 1984 Check Valves - IS:5312 - 1975 External Fire Hydrant Valve - IS: 908 - 1975 Internal Fire Hydrant Valve - IS:5290 - 1983 Rubberized Fabric Lined Hose - IS: 636 Couplings, Branch Pipe, Nozzles - IS: 903 First Aid Fire Hose (Rubber) - IS:5132 - 1969 First Air Hose Reel - IS: 884 - 1969



3.0 QUALITY ASSURANCE AND QUALITY CONTROL: 3.1 The work shall conform to high standard of design and workmanship, shall be structurally

sound and aesthetically pleasing. Quality standards prescribed shall form the backbone for the quality assurance and quality control system.

3.2 At the site, the Contractor shall arrange the materials and their stacking/ storage in

appropriate manner to ensure the quality. Contractor shall provide equipment and manpower to test continuously the quality of material, assemblies etc. as directed by the Client’s Representative. The test shall be conducted continuously and the result of tests maintained. In addition the Contractor shall keep appropriate tools and equipment for checking alignments, levels, slopes and evenness of surface.

3.3 The Client’s Representative shall be free to carry out such tests as may be decided by him at

this sole direction, from time to time, in addition to those specified in this Document. The Contractor shall provide the samples and labour for collecting the samples. Nothing extra shall be payable to the Contractor for samples or for the collection of the samples.

3.4 The test shall be conducted at the site laboratory that may be established by Client’s

Representative or at any other Standard Laboratory selected by Client’s Representative. Contractor shall keep the necessary testing equipment such as hydraulic testing machine, smoke testing machine, gauges and other necessary equipment required.

3.5 The Client’s Representative shall transport the samples to the laboratory. 3.6 Testing charges shall be borne by the Client’s Representative. 3.7 Testing may be witnessed by the Contractor or his Authorized Representative. Whether

witnessed by the Contractor or not, the test results shall be binding on the Contractor. 3.8 Prior to shipment, complete unit shall be tested under actual load conditions for performance

and proper functioning of component parts. EXCLUSIONS:

1. Civil Works for Water Tank



4.0 FIRE PUMPS: 4.1 SCOPE: 4.1.1 Contractor shall furnish all labour, materials, equipment for supply, installation testing and

commissioning of complete fire pumping system. In general, the item of works shall include but not limited to the following:

a) Electrically operated hydrant pumps, diesel engine driven pump, & jockey pump. b) Complete electrical system for pumps.

4.2 FIRE PUMPS (ELECTRIC DRIVEN): 4.2.1 Contractor shall provide and install electrically operated fire pumps of capacity and head

indicated in the Drawings/Bill of Quantities. 4.2.2 Pumping sets shall be horizontal centrifugal back pull out type. The delivery pressure at

pump outlet shall be not less than 7 Kg./cm2 in any case. 4.2.3 Pumps shall be capable of giving a discharge of not less than 150 % of the rated discharge

at a head of not less than 65% of the rated head. The shut off head shall be within 120% of rated head.

4.2.4 The pump casing shall be of cast iron of grade FG 200 to IS:210 and parts like impeller, shaft

sleeve, wearing ring etc. shall be of non-corrosive metal like bronze/brass/gun metal. The shaft shall be of stainless steel.

4.2.5 Bearing of the pump shall be effectively sealed to prevent loss of lubricant or entry of dust or

water. 4.2.6 The pump shall be provided with a plate indicating the suction lift, delivery head, discharge,

speed and number of stages. 4.2.7 The pump casing shall be designed to withstand 1.5 times the working pressure. 4.3 MOTORS FOR ELECTRIC DRIVEN PUMPS: 4.3.1 Motor: The motor shall be squirrel cage A.C. induction type suitable for operation on 415 volts 3

phase 50 Hz. System. The motor shall be totally enclosed fan cooled type conforming to protection clause IP 21 vide I.S. 4691. The class of insulation shall be B. The synchronous speed shall be 3000 RPM as specified. The motor shall be rated for continuous duty and shall have a horse power rating necessary to drive the pump at 150% of its rated discharge with at least 65% rated head. The motor shall conform to I.S. 325 – 1978.

4.4 AIR VESSEL FOR FIRE PUMPS: Provide on air vessel fabricated from 10mm M.S. sheet with dished ends and suitable

supporting legs, air vessel shall be provided with a 100mm dia flanged connection from pump, one 25mm dia drain with valve, one gunmetal water level gauge and 25mm sockets for pressure switches. The vessel shall be 450mm x 2000mm dia. high and tested to 10.0Kg/Sq.cm pressure.

The fire pumps shall operate on drop of 1 Kg/Sq.cm pressure in the mains. The pump

operating sequence shall be arranged in a manner to start the pump automatically but should



be stopped manually by starter push buttons only. 4.5 CONTROL PANEL: Fire fighting panel will be supplied by the Client, Contractor will be responsible for the

connections of the panel & smooth automatic operation. 4.6 INSTALLATION: Pump shall be installed as per manufacturer’s recommendations. Pump sets shall be mounted

on machinery isolation cork or any other equivalent vibration isolation fitting. Concrete floating foundation shall be provided by the Owner as per approved shop drawings and specifications. The isolation pads, foundation bolts etc. shall be supplied by the Contractor. Contractor shall however ensure that the foundation bolts are correctly embedded.

Pump sets shall preferably be factory aligned, whenever necessary, site alignment shall be

done by competent persons. Before the foundation bolts are grouted and the couplings are bolted, the bed plate levels and alignment results shall be submitted to the Client’s Representative.

4.7 TESTING: Tenderers shall submit the performance curves of the pumps supplied by them. They shall

also check the capacity and total head requirements of each pump to match his own piping and equipment layout.

On completion of the entire installation, pumps shall be tested, wherever possible, for their

discharge, head, flow rate, B.H.P. Discharge, head and B.H.P. (as measured on the input side) shall be field tested. Test results

shall correspond to the performance. 4.8 MEASUREMENT: 4.8.1 Pumping sets, and switch board cubicle shall be measured by number and shall include all

item necessary and required and given in the specifications. 4.8.2 Earthing and power/control cabling shall not be measured separately but included in

switchgear cubicle and shall include all items necessary and required to complete the work as per specification and relevant IS to the satisfaction of Client’s Representative.

4.8.3 Pressure switches and pressure gauges shall not be measured separately, but included in

respective pumping sets and shall include all items necessary and required to complete the work to the satisfaction of Client’s Representative.



5.0 FIRE HYDRANT SYSTEM: 5.1 SCOPE: Work under this section shall consist of furnishing all labour, materials, equipment and

appliances necessary and required to completely install wet riser fire hydrant system as required by the drawings and specified hereinafter or given in this Bill of Quantities.

Without restricting to the generality of the foregoing, the fire hydrant system shall include

the following:

a) Black mild steel (heavy class) mains including valves, hydrants and appurtenances. b) Black steel pipe fire risers within the building. c) Landing valves of 63mm diameter canvas hose pipes, hose reels, hose cabinets 63mm

diameter fire brigade connections, connections to pumps, appliances and pressure reducing devices, 20mm diameter SS nozzle for hose reel.

d) Excavation, anchor blocks and valve chamber. e) Underground pipe protection. f) Connections to Underground water storage tanks for fire.

5.2 GENERAL REQUIREMENTS: All materials shall be of the best quality conforming to the specifications and subject to the

approval of the Client’s Representative. Pipes and fittings shall be fixed truly vertical, horizontal or in slopes as required in a neat

workmanlike manner. Pipes shall be fixed in a manner as to provide easy accessibility for repair and maintenance

and shall not cause obstruction in shafts, passages etc. Pipes shall be securely fixed to walls and ceilings by suitable clamps at intervals specified.

Only approved type of anchor fasteners shall be used for RCC ceilings and walls. Valves and other appurtenances shall be so located that they are easily accessible for

operations, repairs and maintenance. 5.3 INTERNAL FIRE HYDRANT SYSTEM: 5.3.1 Scope: Work under Internal Fire Hydrant System shall consist of furnishing all labour, materials,

equipment and appliances necessary and required to completely install wet riser, fire hydrant system as required by the drawings and specified hereinafter or given in the Bill of Quantities.

Without restricting to the generally of the foregoing Internal fire hydrant system shall include

the following:

a) Black mild steel (heavy class) mains including valves, hydrants and appurtenances.



b) Black mild steel fire risers within the building. c) Landing valves, canvas hose pipes, hose reels, hose cabinets, connections to pumps.

5.3.2 Pipes and Fittings:

a) All pipes within the building in exposed locations and shafts including connections burried under floor shall be black steel tubes conforming to IS:1239-1979 (heavy class) with screwed flanged or welded joints as specified by the Client’s Representative.

b) Pipes (exposed) shall be given one primary coat of red oxide paint and two or more

coats of synthetic enamel paint to give an even look (fire red, shade No. 536 as per IS:5).

c) Fittings for M.S. pipes shall be approved type malleable iron (forged fittings) for tapered

screwed joints. Fittings shall be approved type steel fittings conforming to IS:1239-1982 Part - II for screwed joints and welded.

d) All fittings such as bends, tees, etc. for 50mm and below shall be standard forged

fittings. Cast iron fittings and fabricated fittings shall not be accepted. e) All piping laid shall be as follows:

Pipe Size

Material Joints & Fittings Sealing Material

Up to 50mm

E.R.W., M.S. Pipe Heavy Class IS:1239/1979

Screwed Fittings Unions Raised face Slip-on Flanges

Non-Hardening Lubricant 3mm, 3-ply Rubber insertion

65mm to 150mm

E.R.W., M.S. Pipe Heavy Class IS:1239/1979

Welded Fittings Raised face Slip-on Flanges -----

----- ----- 3mm, 3-ply Rubber insertion

200mm to 300mm

E.R.W. Welded Pipes Heavy Class IS:3589/1981

Welded Raised face Slip-on Flanges ------

----- 3mm, 3-ply Rubber insertion -----

350mm and Over

E.R.W. Welded Pipes IS:3589/1981

Welded Raised face Slip-on Flanges ------

----- 3mm, 3-ply Rubber insertion -----



f) Pipes shall be provided with electrical resistance welding (ERW). Jointing shall be butt

welded between pipe and pipe and fittings. g) Joints between C.I. and M.S. pipes shall be made by provided a suitable flanged tail or

sockets piece and M.S. flanges on the M.S. pipe shall have appropriate number of holes and shall be fastened with nuts, bolts and 1.5mm thick compressed asbestos gaskets.

h) Tee off connections shall be through reducing tees. Drilling and tapping of the main walls

of the main pipe shall not be allowed. i) All equipment and valve connections shall be through flanges (Welded or screwed for

mild steel). j) All welded piping is subjected to the approval of the Client’s Representative and sufficient

number of flanges and unions shall be provided. 5.3.3 Piping Installation: Tender drawings indicate schematically the size and location of pipes. The Contractor on the

award of the work, shall prepare detailed working drawings, showing the cross-section, longitudinal sections, details of fittings, locations of isolating and control valves, drain valves and all pipe support, structural supports. He must keep in view the specific openings in buildings and other structures through which pipes are designed to pass. Drawings to be got approved from Local Fire Authorities.

Contractor shall submit the Hydraulic calculation for the system in accordance with Fire Authority By Laws.

Piping shall be properly supported on or suspended from stand clamps, hangers as specified and as required. The Contractor shall adequately design all the brackets, saddles, anchors, clamps and hangers, and be responsible for their structural sufficiency.

Pipe supports shall be of steel, adjustable for height and primer coated with rust

preventive paint and finish coated back. Where pipe and clamps are of dissimilar materials a gasket shall be provided in between. Spacing of pipe supports shall not exceed the following:

Pipe Size Spacing between Supports 3 to 12 mm 1.22 meter (4’) 19 to 25 mm 1.83 meter (6’) 32 to 150 mm 2.44 meter (8’) 150 mm & over 3.05 meter (10’)

Vertical risers shall be parallel to walls and column lines and shall be straight and plumb.

Risers passing from floor to floor shall be supported at each floor by clamps or collars steel structural supports attached to pipe and with a 15 mm thick rubber pad or any resilient material. Where pipes pass through the roof floor, suitable flashing shall be provided to prevent water leakage. Risers shall have a suitable clean out at the lowest point and air vent at the highest point. The Contractor shall coordinate with structural.

Pipe sleeves, 50 mm larger diameter than pipes, shall be provided wherever pipes pass

through walls and slabs, and annular space filled with fire proof materials like putty, fire seal etc.

Piping work shall be carried out in a workmen like manner, causing minimum disturbance



to the existing services, buildings, roads and structure. The entire piping work shall be organized in consultation and coordination with other agencies work so that particular area work shall be carried out in one stretch.

Piping layout shall take due care for expansion and contraction in pipes. All pipes using screwed fittings shall be accurately cut to the required sizes and thread in

accordance with IS:554 and burrs removed before laying. Wherever reducers are to be made, eccentric reducers shall be used.

Air valves shall be provided at all high points in the piping system for venting. Valves shall be

of the double float type, with G.M./C.I. body, vulcanite balls, rubber seating etc. Air valves shall be the sizes specified and shall be associated with an equal sizes specified and shall be associated with an equal size gate valve with rising spindle.

Discharge from the air valves shall be piped through an equal sized M.S. pipe to the nearest drain or floor waste or as shown.

Drain shall be provided at all low points in the piping system and shall be of the following

sizes:

Mains Drains Upto 300mm dia 25mm dia Over 300mm dia 38mm dia

5.3.4 Vibration Elimination: Piping installation shall be carried out with vibration elimination fittings wherever required. 5.3.5 Valves: Gate Valves: Gate valves shall conform to IS:780/1969, Flanges to IS:1536 or as required. Valves shall

have non-rising spindles unless otherwise specified and shall be suitable for 21 Kg/Sq.cm test pressure.

Sluice valves:

Sluice valves of sizes 80mm and above shall be cast iron double flanged solid wedge, outside screw, non rising stem, yoke type bonnet and two piece gland construction. The valves shall have renewable screwed body seat rings. Flanges shall have raised faces and serrated face finish and shall conform to IS:780-1984.

Check valves: Dual Plate wafer type Check valves shall be provided as required or as shown on the

drawings and conform to the following specifications:

Size Connection Ends 12mm to 65mm Gunmetal Screwed Female 65mm to Over C I Flanged

Dual Plate check valves shall normally be used in all water services. Theses valves can be

used in both horizontal & vertical runs. Air release and clean out plugs shall be provided



whenever required, Valves shall be suitable for 16 Kg/Sq.cm test pressure. Butterfly Valves: All the isolation valve 50mm and above on the equipment and water lines, where specified or

shown on drawings shall be wafer type butterfly valves. They shall be designed to fit without gaskets, the water tight seal being obtained by EPDM seat projection at the faces compressed between the flanges. The valves shall be supplied inclusive of M.S. pipe flanges and high tensile steel bolts of dimensions recommended by suppliers of valves. The valves shall comply with following specifications:

a) Test Pressure : Body 24 Bar, Seat 16 Bar b) Valve Component : Material of Construction

i) Body : Cast Iron, Gr. FG 260, IS:210 ii) Disc : Nylon or Epoxy powder coated high

duty iron, Gr, FG 260 iii) Stem : Stainless Steel or carbon steel - IS:1570, Part-II. iv) Seat : EPDM v) Hand Lever : Cast Iron

(Mechanical Memory Stop) vi) Bearings : PTFE or Nylon covered S.S. bush

bearings at stem and pivot. vii) Primary Seal : Reinforced PTEE slide bearings viii) Temperature : 80 Degree C (max.)

Installation:

Valve shall be install in a manner that allows future removal and service of the valve. Packing and gasket shall not contain asbestos. The valve shall be of the same size as the pipe to which they are install. Valve above 150mm diameter shall be self locking warm gear type water proof. Provide chain operators w/chain cleats on all valves more than 2.4 meter above floor.

5.3.6 Pressure Gauges: Pressure gauge shall be not less than 100mm dia dial and of appropriate range and be

complete with shut off gauge valve etc. duly calibrated before installation. Pressure gauge shall be provided at the following locations and as indicated on the drawings

and Bill of Quantities. Care shall be taken to protect pressure gauges during pressure testing.



5.3.7 Internal Hydrants: Contractor shall provide on each landing and other locations as shown on the drawings one

single headed SS landing valve with 63mm dia, outlets and 80mm inlet (IS:5290-1983) with individual shut off valves and cast iron wheels. Landing valves shall have flanged inlet and instantaneous type outlet as shown on the drawings.

Instantaneous outlets for fire hydrants shall be standard pattern approved and suitable for

fire brigade hoses. Contractor shall provide for each internal fire hydrant station two numbers of 63mm dia, 15

meter long rubberized fabric lined hose pipes with SS male and female instantaneous type coupling machine wound with CI wire (Hose to IS:636 type 2 and couplings to IS:903 with IS certification), fire hose reel, SS branch pipe with nozzle IS:903 and fireman’s axe.

Each hose box shall be conspicuously painted with the letters “FIRE HOSE”. 5.3.8 Fire Hose Reels: Contractor shall provide standard fire hose reels with 20mm dia, high pressure rubber hose

of 30 metres length with SS nozzle with 5mm bore, and control valve, connected wall mounted on circular hose reel of heavy duty mild steel construction and cast iron brackets. Hose reel shall conform to IS:884-1969. The hose reel shall be connected directly to the pipe riser through an independent connection.

5.3.9 Orifice Flanges: Provide orifice flanges fabricated from 6mm thick stainless steel plate to reduce pressure on

individual hydrants to restrict the operating pressure to 3.5 Kg/sqcm The design of the orifice flanges shall be given by the Contractor as per the location and pressure conditions of each hydrants/hose reel and get approved from Client’s Representative before installation.

5.3.10 Fire Hose Cabinets: Provide hose cabinets for internal hydrants fabricated from 16 gauge MS sheet with single or

double glass front door and locking arrangement with breakable glass key access arrangement, duly painted red with stove enameled paint fixed to wall or self supported on floor as per site conditions. The cabinet shall also have a separate chamber to keep the key with breakable glass as per approved design. Hose cabinets shall be stove enameled fire red paint with “FIRE HOSE” written on it prominently. Samples of hose cabinet for internal and external works be got approved from Client’s Representative before installation at site.

Fire hose cabinet suitable to accommodate 1 No. landing valves or as given in Bill of

Quantities, 2 Nos. 15 metres long R.R.L. hoses, 1 No. first aid reel, 2 Nos. branch. 5.3.11 Drain Valve: Provide 50mm dia, MS pipe to IS:1239 (heavy class) with 50mm gunmetal full way valve for

draining any water in the system in low pockets same to be extended to the nearest drain point as directed by Client’s Representative.

5.3.12 Air Valves: Provide 25mm dia, screwed inlet spring type single acting brass air valve on all high points in

the system or as shown on drawings on top of air cushion tanks.



5.3.13 Flow Meter: Provide “Venturi Type” flow meter on each pump test. The flow eliment shall be as venturi

tube, fibre glass reinforced polyester plastic body with stainless steel connections. The flow indicator shall be well type mercury manometer suitable for closed valve pressure of

the pump. Provide over scale fluid check valve, three way manifold, vent plugs, shut off valves, and all

other necessary trimings. Allow for at least five (5) diameters of string pipe upstream and down stream of the venturi

tube flanges. The flow meter indicator shall be positioned in a suitable location to enable easy reading and

in any case shall not be installed more than 1.8 metre above finished floor level.



5.3.14 Testing: All piping shall be tested to hydrostatic test pressure of 15 Kg/Sq.cm or twice the design

pressure whichever is higher for a period of not less than 24 hours. All leaks and defects in joints revealed during the testing shall be rectified to the satisfaction of the Client’s Representative.

Piping required subsequent to the above pressure test shall be re-tested in the same manner. System may be tested in sections and such sections shall be securely capped. The Client’s Representative shall be notified well in advance by the Contractor of his intention

to test a section of piping and all testing shall be witnessed by the Client’s Representative.

The Contractor shall make sure that proper noiseless circulation of fluid is achieved through the system concerned. If proper circulation is not achieved due to air bound connections, the Contractor shall rectify the defective connections. He shall bear all the expenses for carrying out the above rectification including the tarring-up and re-finishing of floors, walls etc. as required.

The Contractor shall provide all materials, tools, equipment, instruments, services and labour

required to perform the test, and shall ensure that the plant room and other areas are cleaned up and spill over water is removed.

The Contractor shall give the pressure test of head for external yard hydrant at ground level

and also for hydrant at terrace level. 5.3.15 Painting: All pipes in exposed locations shall be painted with one coat of red oxide primer and two or

more coats of synthetic enamel paint of approved shade after the Hydrostatic test pressure of the internal hydrant piping network.

5.3.16 Measurement: Mild steel pipes shall be measured per linear meter of the finished length and shall include all

fittings, welding, jointing, clamps for fixing to walls or hangers, anchor fasteners and testing. Butterfly valves with orifice flanges, check valves and full way valves shall be measured by

numbers and shall include all items necessary and required for mixing and as given in the Specifications/Bill of Quantities.

Landing valves, hose cabinets, rubberized fabric linen fire hose pipes. First-aid fire hose reels

(with gunmetal port way valves) and gunmetal branch pipes shall be measured by numbers and shall include all items necessary and required for fixing as given in the Specifications/Bill of Quantities.

Suction and delivery headers shall be measured per linear meter of finished length and shall

include all items as given in the Bill of Quantities. Painting shall be included in the rate of headers. Painting of pipes shall be included in the rate for pipes and no separate payment shall be made.

No additional payment shall be admissible for cutting holes or chases in walls or floors,

making connections to pumps, equipment and appliances.



6.0 COMMISSIONING OF FIRE FIGHTING SYSTEM: 6.1 SCOPE:

Work under this section shall consist of pre-commissioning, commissioning, testing and providing guarantees for all equipment, appliances and accessories supplied and installed by the Contractor under this contract.

6.2 GENERAL REQUIREMENTS: Work under this section shall be executed without any additional cost. The rates quoted in

this tender shall be inclusive of the works given in this section. Contractor shall provide all tools, equipment, metering and testing devices required for the

purpose. On award of work, Contractor shall submit a detailed proposal giving methods of testing and

gauging the performance of the equipment to be supplied and installed under this contract. Contractor shall get the thread test between the Fire Department Hose and service

connections. 6.3 PRE-COMMISSIONING: On completion of the installation of all pumps, piping, valves, pipe connections, electrical

wiring, motor control panels and water level controlling devices the Contractor shall proceed as follows:

Testing of M.C.C.: Tests to be carried out for motor control centers shall be:

i) Insulation resistance test with 500 volt mager, before and after high voltage test, on all power and control wiring.

ii) High voltage test at 3000 Volts A. C. for one minute on all power and control wiring. iii) Low voltage continuity test (6 volts) on power wiring of each feeder, between bus bars

and outgoing terminals with switches and contactors in closed position. iv) Low voltage continuity test (6 volts) on all control wiring. v) Operation test for all feeders with only control supply made “ON” to ensure correctness

of control wiring, operation of the various equipment used, such as push buttons, protective devices, indicating lamps and relays, etc. All contactors shall be checked for the earth bus provided in the M.C.C.

vi) Operation of all instruments and meters provided on the M.C.C.

6.4 FIRE PROTECTION SYSTEM:

i) Check all hydrant valves and close if any valve is open. Check that all suction and

delivery connections are properly made. ii) Test run and check rotation of each motor and correct the same if required.



6.5 PIPE WORK:

Check all clamps, supports and hangers provided for the pipes. Fill up pipes with water and apply hydrostatic pressure to the system as given in the relevant section of the specifications if any leakage is found. Rectify the same and retest the pipes.

6.6 COMMISSIONING AND TESTING: Fire Hydrant System: 1. Pressurize the fire hydrant system by running the main fire pump and after attaining the

required pressure shutoff the pump. 2. Open hydrant valve and allow the water to flow into the fire water tank in order to avoid

wastage of water. The main fire pump should cut in at the present pressure and should not cut out automatically on reaching the normal line pressure. The main fire pump should stop only by manual push button. However, the jockey pump should cut out as soon as the main pump starts.

3. When the fire pump have been checked for satisfactory working `ON’ automatic controls

open fire hydrant valves simultaneously and allow the hose pipes to discharge water in to the fire tank to avoid wastage. The electrically driven pump should run continuously for 8 hours so that its performance can be checked.

4. Check each landing valves, male and female coupling and branch pipes for compatibility

with each other. Any fitting which is found to be incompatible and does not fit into the other properly shall be replaced by the Contractor. Landing valves shall also be checked by opening and closing under pressure.

6.7 HANDING OVER:

i) All commissioning and testing shall be done by the Contractor to the complete satisfaction of the Client’s Representative/consultant, and the job handed over to the client.

ii) Contractor shall also hand over to the client all maintenance and operation manuals and

all items as per the terms of the contract.

iii) Contractor shall arrange the inspection from Local Fire Authority to inspect the systems installed by him. Contractor shall arrange to get the system completion and satisfactory working certificate from the local Fire Authority after the inspections conducted by the Local Fire Authority.

Recommended Makes



7.0 MATERIAL AND EQUIPMENT - APPROVED MAKES: All materials and equipment shall conform to the relevant standards and shall be of approved make

and design. The list of approved manufacturers/vendors is given in clause herein below. List of approved makes for Equipment and materials: S.NO. DESCRIPTION MAKES 1. Fire Pump : Grundfos / Wilo 2. Electrical Motors : Siemens / ABB / Crompton /

Grundfos 3. M.S. Black / G.I Pipes : TATA / Jindal 4. Malleable /Forged Iron Fittings : Crescent /`R’ Brand / VS Brand /

B&M 5. Butterfly Valve (CI) : Audco / CIM / LP / Econosta 6. Non Return Valves (CI) : Audco / CIM / LP / Econosta 7. Landing Valves (CI) : Minimax / Newage / Superex 8. Fire Brigade Inlets : Minimax / Newage / Superex 9. F A Hose Reel (Drum and Bracket) : Minimax / Newage / Superex 10. Rubber Hose for above : Minimax / Newage / Superex 11. GM Gate / Ball Valve : Zolato / CIM /Audco / LP 12. Flex Canvas Hose (RRL Hose) : Minimax / Newage / Superex 13. Inspection sight glass by pass valve : Keystone / CIM / Advance 14. Ball Valves : Zolato / CIM /Audco / LP 15. Y strainer : SKS / Keystone / Audco / Emerald 16. Anticorrosive : Pypkote / Mlote 17. Hose Couplings Branch Pipe & Nozzles(G M) : Minimax / Newage / Superex 18. Pressure Switches & Flow switches : Danfoss / System senser 19. Pressure Gauge : H. Guru / Fiebig 20. Alarm Valve and Hydraulic Alarm Motor with GONG : Grinnell / HD



S.NO. SCRIPTION MAKES 21. Portable ABC-Powder Type Fire Extinguishers : Minimax / Cease fire / Superex 22. Pipe Hanger : Chily 23. Dash Fastener : Hilty / Fisher 24. Welding Rod : Edore (Adwani) 25. Exit Sign Board : Glow Lite 26. Sprinkler (Pandant / Upright / Side wall) : Viking / Tyco /Victaullic 27. Rubber expansion joint : Econosta / Easyflex / Danfos /

Resistoflex

Bill of Quantities

AIRPORT RESIENCY, JAIPUR Abstract

SUMMARY OF COST

S.No. Description Cost (Rs.)

1 PART A - PUMPS ROOM ACCESSORIES

2 PART B - HYDRANT SYSTEM

3 PART C- AUTOMATIC SPRINKLER SYSTEM:

4 PART D - FIRE EXTINGUISHERS

GRAND TOTAL

NAME OF WORK :- BOQ of FIRE FIGHTING work of RESIDENTIAL COMPLEX AIRPORT RESIENCY, at JAGATPURA, JAIPUR.

Fire Fighting Work Srajan Associates

AIRPORT RESIENCY, JAIPUR BOQ - 1

SN PERTICULAR QTY UNIT Quoted Rate AmountPART A - PUMPS ROOM ACCESSORIES

1 Providing, Fixing, Testing & Commissioningof electric driven automatic pressurisationhorizontally mounted centrifugal ENDSUCTION back pull out type Hydrant pumpcapable of delivering 900 LPM against a total head of 35 Mtr, 2900 RPM coupled to a suitable HP induction motor including allaccessories such as coupling guard, baseframe and pressure guage etc as required asper approved make.

1 Each

2 Supplying, installation , testing & commissioning of MS Cylindrical type air vessel, 450 mm dia 2.0 M high of 10.0mm thickness complete with 80 mm flanged inlet, 25 mm dia drain valve, air release valve, safety valves, pressure guage, 3 nos flow switches (pressure switch) etc. as required.

1 Each

TOTAL OF PART A

NAME OF WORK :- BOQ of FIRE FIGHTING work of RESIDENTIAL COMPLEX AIRPORT RESIENCY, at JAGATPURA, JAIPUR



SN PERTICULAR QTY UNIT Quoted Rate AmountPART B - HYDRANT SYSTEM

1 Providing, Fixing, Jointing, Testing & Commissioning of Heavy duty MS pipes (IS:1239 part-I) including cutting, screwing, welding etc. and providing all fittings viz. flanges, bends,tees, elbows,reducer, clamps,hangers etc. including cutting hole and chases in brick or RCC walls/ slabs and making good complete including painting with one coat of red oxide primer and two coat of enamel paint of post office Red shade as per approved make.

a 200 mm dia MS Heavy duty pipe RO P Mtr.

b 150 mm dia MS Heavy duty pipe 40 P Mtr.

c 100 mm dia MS Heavy duty pipe 20 P Mtr.

d 80 mm dia MS Heavy duty pipe 10 P Mtr.

e 50 mm dia MS Heavy duty pipe RO P Mtr.

f 32 mm dia MS Heavy duty pipe RO P Mtr.

g 25 mm dia MS Heavy duty pipe RO P Mtr.

2 Providing, Fixing, Testing and Commissioning of Heavy duty MS pipes (IS: 1239 Part-I) including cutting, screwing, welding etc. complete with fittings viz. Tees, Elbows, Bends, including excavation (Upto 1.0 M deep) back filling and removal of surplus soil and providing anti-corrosive treatment (coating and wrapping) as per IS: 10221 complete as required as per approved make.

a 150 mm dia MS Heavy duty pipe RO P Mtr.

b 100 mm dia MS Heavy duty pipe 24 P Mtr.

c 80 mm dia MS Heavy duty pipe RO P Mtr.

3 Providing, Fixing, Testing & Commissioning of Butterfly valves complete with rubber insertion, nuts, bolts and washers etc. of following sizes as per approved make.

a 150 mm dia class PN-1.6 3 Each

b 200 mm dia class PN-1.6 RO Each

c 80 mm dia class PN-1.6 1 Each



SN PERTICULAR QTY UNIT Quoted Rate Amount4 Providing, Fixing, Testing & Commissioning

of Y stainers complete with nuts, bolts and gaskets etc. of following sizes as per approved make.

150 mm dia 1 Each

5 Providing, Fixing, Testing & Commissioning of DUAL PLATE CHECK VALVE complete with nuts, bolts and gaskets etc. of following sizes as per approved make.

a 150 mm dia 1 Each

6 Providing, Fixing, Testing and Commissioning of copper alloy Ball Valve ISI marked screwed type (Type-2) as per IS: 778-1984 of following sizes as per approved make.

a 25 mm dia RO Each

b 50 mm dia RO Each

7 Providing & fixing pressure gauge with isolation cock suitable for a working pressure of 7 Kg/ Sqm as per approved make.

1 set

8 Providing and fixing ( 3' X 2' X1' ) Indoor Hose Cabinet suitable for accommodating hydrants , Hose reel & RRL Hose made of not less than 16 SWG M.S. sheet Tubular having central opening glazed door including necessary locking arrangement Painting (one coat primer & Two coats of paint) as per approved make.

8 Each

9 Providing, Fixing, Testing & Commissioning of single headed SS, obligue pattern hydrant landing valve with 80 mm dia flanged inlet & 63 mm dia instantaneous type female outlet complete with SS cap and chain, twist release type plug and all accessories as per IS:5290-1983(Type-A) as per approved make.

10 Each

10 Providing, Fixing, Testing & Commissioning of First aid Fire hose reel wall mounting swinging type complete with drum, bracket top valve and 20 mm dia 30 m long high pressure hose reel tubing as per IS: 444 with SS shut-off nozzle 5 mm orifice including the cost of sockets, nipples, elbows, 25mm globe valve, 25mm dia pipe connection from riser to hose reel. The hose reel shall stictly confirm to IS:884-1985 as per approved make.

8 Each



SN PERTICULAR QTY UNIT Quoted Rate Amount11 Providing & Fixing, of Non-percolating

flexible hose (RRL type-B) ISI marked (IS:636) 63mm dia 2 X 15 M long complete with instanteneous type SS 63mm, male & female couplings (IS:903) bound and riveted to hose pipes with copper rivets and copper wire as per approved make.

10 Each

12 Providing and fixing (1.0 M x 0.45 M x 0.06 M) Outdoor Hose Cabinet suitable for accommodating yard hydrants made of not less than 16 SWG M.S. sheet Tubular having central opening glazed door including necessary locking arrangement Painting (one coat primer & Two coats of paint) and housing 2 Nos. RRL hose pipe 1 No. branch pipe as per approved make.

1 Each

13 Providing & fixing SS fire brigade connection (suction collecting head) consisting of 4 No. 63 mm dia instantaneous type male couplings with built-in check valves, 1 No. 150 mm dia sluice valve, (1 No. 150 mm dia non-return valve) and 150 mm dia flanged outlet complete with bolts, nuts and rubber insertions as required and as per IS standards

1 Each

14 Providing and fixing of SS 63 mm dia short branch pipe with 20mm dia nozzle as per IS:903 as per approved make.

10 Each

15 Supply, installation, testing and commissioning of flexible connections of suitable pressure rating (225 PSI) to be installed at pump suction, discharge and at pipes crossing building expansion joints.

a 200 mm dia RO Eacha 150 mm dia 2 Each

TOTAL OF PART B



SN PERTICULAR QTY UNIT Quoted Rate AmountPART C- AUTOMATIC SPRINKLER SYSTEM:

1 Providing and fixing of M.S. black steel heavy duty (Class `C’) pipes (IS:1239 Part-I), and fitting like flanges (MS steel flanges at every 15 M length and as required) tees, elbows, bends, Junctions, Reducers etc; clamps / structural steel supports as required/directed at site including cutting & making good the walls, RCC work etc cutting chases & filling the came with cement conc. 1:3:6 including painting the exposed pipes with desired shade of enamel over a coat of primer as per approved make.

a 25 mm dia 254 RMb 32 mm dia 44 RMc 40 mm dia 44 RMd 50 mm dia 38 RMe 65 mm dia 43 RMf 80 mm dia 6 RMg 100 mm dia 12 RMh 125 mm dia 3 RMi 150 mm dia RO RM2 15mm dia, Quartzoid bulb type G.M.

Sprinkler Head (Pendent / Upright / Conventional, as required) set to operate at 68OC (UL/FM/LPC/TAC listed/ Approved chrome plated complete with decorating plate (Ressette) as per approved make.

120 Each

3 15mm dia, quartzoid bulb type G.M. Chrome plated side wall extended range sprinkler head set to operate at 68OC (UL/FM/LPC/TAC listed/Approved) complete with decorating plate (Ressette) as per approved make.

RO Each

4 Providing, fixing, testing and commissioning 25mm diameter inspecting and testing assembly with gunmetal isolation valve gunmetal sight glass bypass valve and connected to 50mm drain line as per approved make.

1 Each

5 Providing and fixing of 150mm dia, Installation control valve assembly comprising of vertical wet alarm valve, hydraulic alarm motor & gong, 15mm dia, test valve, 50mm dia, drain valve and all necessary trimming connection including 2 Nos. pressure gauge as per manufacturer’s catalogue (UL/FM/LPC/TAC/listed/approved)

RO Each



SN PERTICULAR QTY UNIT Quoted Rate Amount6 Providing and fixing of corrugated stainless

steel (AISI 304) un braided flexible sprinkler pipe drops of 25 mm dia of following length and maximum working pressure of 175 psi with all accessories and clamps as required. The flexible pipe drop shall be UL approved. The pipe drop shall be of following sizes:

1.0 m length RO Each7 Providing, Fixing, Testing & Commissioning

of Butterfly valves complete with rubber insertion, nuts, bolts and washers etc. of following sizes as per approved make.

125 mm dia class PN-1.6 1 Each8 Flow Switches suitable for fixing in 50mm to

150mm dia, complete with all accessories to provide Indication in annunciator / Fire alarm panel as per approved make.

1 Each

9 Providing, fixing, testing, & commissioning of air vessel with dished top made out of 6.0 mm thick MS plate / pipe complete with 50 mm dia flanged inlet, 25 mm dia drain valve & all accessories as required of 200 mm dia & 1 Mtr hight.

RO Each

TOTAL OF PARTC



SN PERTICULAR QTY UNIT Quoted Rate AmountPART D - FIRE EXTINGUISHERS

1 'ISI Marked (IS:15683) ABC (Powder Type) Fire Extinguisher HP Mild Steel Cylinders ISI marked TAC approved fitted with pressure indicating gauge, internal tube, squeeze lever type valve fully charged with ABC powder (Mono Ammonium Phosphate) pressured by Nitrogen complete in all respects including wall suspension bracket and confirming to IS:1349-1993 as per approved make.

a 4 Kgs. 10 Each2 ISI marked (IS:15683) 4.5Kg CO2 (Squeeze

Grip) Type Fire Extinguisher, Design, construction and testing with fire rating 21B. operating temperature -30°C to +55°C, supplied with body bearing IS 7285 mark and approved by CCoE tested at 250 kgf/cm2., fitted with ISI marked & CCoE approved valve as per IS 3224. CO2 Gas as per IS: 15222. externally painted with PO Red Shade No. 538 of IS 5, Supplied with standard accessories and wall suspension bracket as per approved make.

8 Each

3 Portable chemical fire extinguisher 9 litre capacity, Mechanical Foam (CO2 Cartridge) Type Fire Extinguisher. Design, construction and testing as per IS 15683 with Fire rating 2A 21B, Body Hydrotested at 35 bar, Operating temperature +5°C to +55°C, Internal and external epoxy powder coating with PO Red Shade No. 538 of IS 5, Supplied with ISI marked Gas Cartridge as per IS:4947 and with standard accessories. and wall suspension brackets as per approved make.

8 Each

4 Supplying and installing fire bucket stand including sheet metal (16 gauge) shade, platform and associated civil works each stand should have four nos fire buckets of 24 gauge galvanized steel sheet, standard 9 litre capacity and of round bottom shape, painted white inside and red outside and black on the bottom, inscribed with letters "Fire" in black and gold & one no fire man's axe at approved location as per approved make.

1 Nos.



SN PERTICULAR QTY UNIT Quoted Rate Amount5 ISI marked (IS:13386) Fire Extinguisher

AFFF Foam Type, External Cartridge Type, Pressure Gauge, Discharge Time less than 180 Secs, Controllable discharge mechanism, Range minimum 10 Meters, applicable on Class A,B, Can Construction : Deep drawn & CO2 Mig welded, Valve Construction : Forging & Machining, Internal Coating of Can : Epoxy Powdercoating, External Coating of Can : Epoxy Polyester Powder coating, Sheet metal thickness : 4.0MM

50 Ltr (trolley mounted) 1 Nos.6 Providing, Fixing, of Photo luminescent Self

charge EXIT Sign boards of approximate size 12" x 6" The colour combination and letter size shall be in accordance with IS: 9457-1980, IS: 12349-1988 as per approved make.

20 Each

7 4Kg Halotron™ I (Clean Agent) Type Fire Extinguisher. pressurized with Argon gas at 15 bar. Design, construction and testing as per IS 15683 with Fire rating 1A 13B, Body Hydrotested at 35 bar, Operating temperature -30°C to +55°C, external epoxy powder coating with PO Red Shade No. 538 of IS 5, Supplied with standard accessories. and wall suspension brackets as per approved make.

2 Each

TOTAL PART DTOTAL OF PART A to D


DATE:DRAWING. NO.DEALTARCHITECTS:PROJECT:

DRAWING TITLE:

BASEMENT FIRE FIGHTING PLANS-03

DRG.NO.

F I L E L O C A T I O N

R E F E R E N C E

REFER DRG. NO.

DRG.TITLE

BASEMENT FLOOR DRAWING

S-04,S-05,S-06

Airport Residency,Jagatpura Architects : Jayesh Bansal, Ankur ShahJ-17, LAL KOTHI SCHEME,NEHRU SAHKAR MARG,

JAIPUR (RAJASTHAN)PHONE 91-141-2740395,96

design core

email:[email protected],

MEP CONSULTANT:-

SRAJAN ASSOCIATESC-35A, LAJPAT MARG, C-SCHEME, JAIPUREMAIL: [email protected]

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PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

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63mmØ G.M.HYDRANT VALVE

SINGLE GROUND HYDRANT VALVE

STAND POST DETAIL

TOP OF PIPE

WRAPPING & COATING

FIRE HYDRANT RING MAIN PIPE.

UNDERGROUND 150Ø

END OF UNDERGROUND ANIT-CORROSIVE

100Ø M.S. STAND POST

FINISH LEVEL

PAINT COAT & WRAP PROTECTION.

80Ø X 90° BEND.

BUTT WELD JOINT

80x80Ø BARREL NIPPLE.

80Ø S.O. FLANGE.

TOP OF PIPE

WRAPPING & COATING

FIRE HYDRANT LINE

UNDERGROUND

END OF UNDERGROUND

FINISH LEVEL

PROTECTION

4 NOS. FIRE BRIGADE INLETS

ON STANDPOST.

FRONT ELEVATION

15

00

30

0

EQ

MM HIGH.

300x300x300

15

0

EQ

75

0

GROUND

P.C.C.

LEVEL

PEDESTAL

mm THK.

40x40x6

(TYP.)

M.S.ANGLE

75

0

HOSE BOX

600

600

45

0

WET RISER

FIRE PIPE

PG

BFV

SPRINKLER PIPE

ELEVATION

INSPECTOR'S TEST DRAIN

ASSEMBLY

∅

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MEP CONSULTANT:-

SRAJAN ASSOCIATESC-35A, LAJPAT MARG, C-SCHEME, JAIPUREMAIL: [email protected]

PLAN

65mm Ø CANVAS

HOSE PIPE

65mm Ø G.M.

SINGLE LANDING

VALVE

FIRE HYDRANT

PIPE WET RISER

100mm Ø M.S.

RUBBER HOSE REEL

20MM Ø x30M. LONG

WET RISER

FIRE PIPE

PG

BFV

SPRINKLER PIPE

ELEVATION

INSPECTOR'S TEST DRAIN

ASSEMBLY

600

45

0

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PUMP HOUSE

AirVessel

TITLE - FIRE FIGHTING SYSTEM FOR AIRPORT

RESIDENCY, JAIPUR SCHEMATIC ARRANGEMENT

SRAJAN ASSOCIATES

SERVICE CONSULTANT :

[email protected]

1'-3"

9"

6"

9"

6"

9"

6"

9"

6"

9"

6"

9"

6"

9"

1'-3"

9"

9"

5'-1

1 2

"

3'-7

1

2

"

wal

l ht.-

(3'-0

")

wal

l ht.-

(2'-6

")

pergola in ms atroof lvl.

wall ht.-(3'-0") wall ht.-(3'-9")

pergola in ms atroof lvl.

5

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proposed airport residency, at jagatpura...

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