PALANPUR DIVISION

above items of work and nothing extra shall be paid to the contractor over and above

his quoted rates. It should also include writing and painting, arrangement for traffic

diversion such as traffic signals during construction at site for day and night, glow

lamps, reflective signs, marking, flags, caution tape as directed by engineer-in-charge.

The barricading provided shall be retained in position at site continuously i/c shifting

of barricading from one location to another location as many times as required during

the execution of the entire work till this its completion. Rate include its maintenance

for damages, painting, all incidentals, labour materials, equipment and works required

to execute the job. The barricading shall not be removed without prior approval of

engineer-in-charge=.

23) The contractor shall maintain the site and all works thereon in neat, clean and tidy

conditions at all times. The contractor shall properly clean the works as it progress and

shall remove all rubbish and debris from the site on a daily basis and as directed by the

engineer in charge.

24) For internal plastering, scaffolding shall be erected independent of walls. No numbers

of scaffolding shall be allowed to be housed in the walls being treated with plaster.

Scaffolding for external plaster shall also be supported independent of walls to avoid

patchy appearance.

25) The contractor has to make his own arrangement for labour colony outside the

campus. If land available for Labour Colony is permitted inside the Campus after

approval of Authority.

26) The campus is equipped with lots of tree surrounding the proposed building and

proposed road. The contractor has to take care each and every plants/tree

27) The form work used for shuttering shall be coated with chemical releasing agent. Any

type of oil is strictly prohibited.

28) The contractor shall also make sufficient arrangement for photography/ videography

preferably by maintaining a camera/ video camera at site so that video photographs

can be taken of a specific activity at any point of time.

29) The contractor shall also provide software like MS project etc. for the purpose of

preparing progress report etc. during the currency of the work the contractor is

expected to adhere to the time schedule on miles stone and total completion and this

adherence will be a part of contractor9s performance under the contract. During the

execution of the work contractor is expected to participate in the review and updating

of the network / BAR CHART under taken by the GSRTC/PMC. These reviews may be

under taken at the discretion of GSRTC/PMC either as a periodical appraisal measure

or when the quantum of work order on the contractor is substantially changed

through deviation orders or amendments. The review shall be held at site or any of the

offices of GSRTC/PMC at the sole discretion of GSRTC. The contractor will adhere to

the revised schedule thereafter. The approval to the revised schedule resulting in a

completion date beyond the stipulated date of completion shall not automatically

amount to a grant of extension of time to the contractor.

30) The quantity of proprietary materials shall be measured and recorded in the material

register books and signed by the contractor and the engineer- in charge/ PMC as a

check to ensure that the required quantities as required for execution of works as per

specification have been brought to site for incorporation in the work. a. Cement b.

Steel c. Chemical for anti-termite treatment d. Any other materials as per discretion of

the GSRTC. The contractor shall ensure that the proprietary materials are brought to

site in original sealed containers or packing bearing manufacturer9s marking and

brands (except where the quantity required is a fraction of the smallest packing).

Materials not complying with this requirement shall be rejected. The empty containers

of such proprietary materials shall not be destroyed / disposed-off without the

permission of GSRTC. The contractor shall produce receipted vouchers showing

quantities of the materials to satisfy engineer-in-charge that the materials comply with

the specifications. These vouchers shall be endorsed, dated and initialled by engineer-

in-charge/ PMC giving the contract number and name of work and a certified copy of

each such voucher signed both by GSRTC/PMC and the contractor shall be kept on

31) The execution of the work may entail working in the monsoon also. The contractor

must maintain labour force as may be required for the job and plan and execute the

construction and erection according to the prescribed schedule. No special/ extra rate

will be considered for such work in monsoon. The contractor9s rate shall be considered

inclusive of cost of dewatering required if any and no extra rate shall be payable on

32) Addenda/ Corrigenda to the tender documents may be issued prior to the date of

opening of the tender to clarify or effect modification in specification and / or contract

terms included in various tender documents. The tenderer shall suitable take into

consideration such addenda/ corrigenda while submitting his tender. The tenderer

shall return such addenda/ corrigenda duly signed and stamped as confirmation of its

receipt and submit along with the tender document. All addenda/ corrigenda shall be

signed and stamped on each page by the tenderer and shall become part of the tender

and contract documents.

33) All form work should be rigid and water tight using best quality of ordinary shuttering

ply/steel plates with supporting system of MS adjustable steel props/spans/frames for

any shapes, sizes, planes including strutting, propping, bracing, staging etc., complete

to give smooth and fair finish & including false staging work where height exceeds

more than 4.5 mtrs.

34) False Staging with MS props or MS H-frames for each additional height of propping

and centering will be considered where the height of propping and centering exceeds

4.5 meter between supporting floor to ceiling up to any floor any height.

35) The structural steel part of ACP will be paid in structural steel work item.

36) Defect Liability period will be 12 Months from the date of final completion of the work.

37) Any increase in the existing taxes, levies & duties in the present tax structure will have

to be borne by the contractor. The department will not make any separate payment

towards any type of tax.

38) Amount of Solvency has to be considered as per PQ Criteria

INSTRUCTIONS TO TENDERING PERSON

Maintenance, Repairs & Defect liability periods :

Work shall be carried out in such a way that it causes minimum disturbance to the

existing structure if any. A temporary barricade of G.I. Sheets, minimum eight feet

height, shall be fixed from the main gate to the site of work and around the area of

construction, as directed by engineer-in-charge with no extra cost. So that no

disturbance erected to the passengers whats so ever.

signature of the Contractor Chief Civil Engineer

G.S.R.T.C., Ahmedabad

RS.100/- STAMP PEPER

FORM OF GUARANTEE BOND

I / We __________________________________ hereby guarantee that the work of

RCC Tremix Flooring / Water proofing work shall be done as per specification and not

to be in any way found defective later on for the period of 5 (five) years after the

expiry of defeat liability as per terms and conditions of the contract and I / We

hereby identify and agree to serve harmless to GSRTC from any loss and / or

damages that might be caused to work executed any defects and hereby guarantee

to replace the defective work without claiming any extra cost. The cost of

reinstallation of such replacement shall be borne by me / us.

The guarantee shall remain in force for a period of 5 (five) years from the date of

final bill. It shall remain binding to me / us for the said period of five years. This

guarantee shall be effective for the period of two years to be counted from the date

of payment of final bill.

The deposit of the rate of 5 % of the cost of this items from the running and final bills

be recovered and be refunded only after the completion of the guarantee period.

signature of the Contractor Chief Civil Engineer

G.S.R.T.C., Ahmedabad

SPECIAL TERMS AND CONDITION FOR ELECTRICAL INSTALLATION WORK

Civil Contractors have to follow terms & condition mention below.

1) The electrical installation work should be carried out by Govt. approved

electrical contractor registered in appropriate categories as civil contractors.

Memorandum of Understanding (MOU) with electrical contractor must be

produce by Civil contractor while submitting of tender. The work must be

completed by the same electrical contractor & rates are must be considered

as quoted by them.

2) Supervision, Inspection & approval of materials for electrical installation work

will be carried out by concern Electrical Supervisor. Work measurement & bill

will be prepared by the same authority & it9s check by Dy. Engineer (Elect)

3) The contractor should follow the Govt. rules & regulation & financial position

at the time of submitting the bill.

Chief Civil Engineer

G.S.R.T.C., Ahmedabad

For all purpose connected with the work, the contractor is required to make his own

arrangement for sufficient supply of water in such quantity and for such quality and

at such places of the work is may be necessary. The rates quoted in the tender are

for completed items of works and shall cover the cost of water as aforesaid. If the

water is supplies by the department, the charge will be levied at the rate of 1 % of

the cost of work done.

If the electrical power supply is given by the department, for the use of Construction

& Lighting Purpose, the charge will be levied at the rate of 0.5 % the cost of work

signature of the Contractor Chief Civil Engineer

G.S.R.T.C., Ahmedabad

INSTRUCTIONS TO TENDERING PERSON

For all purposed connected with the work, the contractor is required to make his

own arrangement for sufficient supply of water in such quantity and of such quality

at such places on the work as may be necessary. The rates quoted in the tender are

for completed items of works and shall cover cost of water as a foresaid.

The department may supply the water to the contractor, if so required to him and if

available nearby department source. However, if his request is accepted, the

department will in now may be found to continue supply, if arranged, till completion

of work and it may be discontinued at any time after giving twenty four hours notice.

The department will give one water supply connection free of cost from the main line

or place as it is convenient to the department. The contractor shall have to make his

own arrangement for laying the required pipe line from the connection, the same

will be given if possible, on payment of necessary charges for the additional

connection, as may be decided by the Department.

signature of the Contractor Chief Civil Engineer

G.S.R.T.C., Ahmedabad

¥ΩflÿÎflḻ˘ ‹ÎÀı ωÂıÊ fi˘Ó‘

GENRAL CONDITIONS FOR CIVIL WORKS

The provisions detailed below are applicable to items of work and are deemed to be

integral part of the detailed specification of items of work and are to be followed

a) If shall be distinctly understood that the rate of the item is for the work

completed in all respect and shall invariably be inclusive of the cost of follows.

b) Fabricating, erecting, handling, conveying, placing are keeping in position of

c) Consolidation, vibrating, curing, finishing etc. whenever the nature of the item

is obviously indicative of the same.

d) Racking as directed to all concrete surface except those which are to remain

as <off the form exposed surface= to provide proper bond to the abutting

masonry of finishing as the case may be.

e) All fixtures and fastening required for satisfactory completion of items of work

even though not specifically indicated.

f) All works tests and tests of material required to be carried out as per

specification or as required to be carried out in the opinion of the Engineer in

g) Conveyance of materials provided in Schedule-A, if any from the place of

delivery to the site of work and their preservation in good state while in use or

till return to the department, if found surplus if any.

h) The contractor shall have to give an undertaking on approximately stamped

paper a guarantee for items of water proofing to the department in the

manner and form as prescribed below.

i) Reference to specification of materials are given in the details specification of

items of work in the Schedule-A specification of materials.

j) The agency has to submit mix design for different grades of controlled

concrete at his own cost and shall be got approved by Engineer in Charge.

In case of any errors or omissions in such numbers the relevant specifications of

items should be adopted for execution of work as directed by Engineer in charge

without any extra cost to government.

The props use for centering shall be of M.S. Pipe and it should be pressed with MS

angle or flats.

The materials to be used for the items of the work shall be as per the approved

samples kept in the same house.

signature of the Contractor Chief Civil Engineer

G.S.R.T.C., Ahmedabad

FORM OF BANK GUARANTEE (UNCONDITIONAL)

FOR SECURITY FOR PERFORMANCE

(INITIAL AND ADDITIONAL SECURITY DEPOSIT)

WHEREAS (Name and Address of Contractor) ________________________________

_________________________ herein after called <The Contractor= has under taken,

in purauance of contract No.______________________ dated _______________ to

exeonte (Name of Contract and Brief Description of works) (herein after called <The

AND WHEREAS it has been stipulated by you in the said Contract that the contractor

shall furnish you with Bank Guarantee by a recognized bank for the sum specified

therein as Security for compliance with his obligation in accordance with the

AND WHEREAS we have agreed to give the Contractor such a Bank Guarantee :

NOW THEREFORE, we hereby affirm that we are the Guaranter and responsible to

you, on behalf of the contractor, up to a total of (Amount of Guarantee) _________

being payable in the types and proportions of our renaies in which the Contractor

Price in payable and we undertake to pay you, upon your first written demand and

without onvil or argument, any sum of sums within the limits of (Amount of

Guarantee) ____________________________ as aforesaid without your needing to

prove of to show grounds or reasons for your demand for the sum specified therein.

We hereby waive the necessity of your demanding the said debt form the contractor

before presenting us with the demand.

We further agree that no change or addition to or other modifications of the terms

of the Contract or of the works to be performed there under or of any of the contract

documents which may be made between you and the Contractor shall in any way

release us from any liability under this guarantee, and we hereby waive notice of any

such change, addition or modification.

This guarantee is valid until the date of completion the work successfully i.e. work

completion original & extended time limit (not less than six month) after the issuing

of the Maintenance Certification.

SIGNATURE AND SEALD OF THE GUARANTOR ________________________________

• Bidders are NOT required to complete this form.

• An amount is to be inserted by the Guarantor, representing the percentage of the

Contract prices specified in the contract and denominated either in the currency

(ies) of the Contractor or in a freely convertible currently acceptable to the

Providing throating or plaster drip and moulding to R.C.C. chhajja at required

bottom or sides of the R.C.C chajja in line and finishing the same smooth with

cement slurry etc. comp. as directed.

1.0. Materials: Water shall conform to M-l. Cement shall conform to M-3. Sand shall

conform to M-6. Cement mortar shall conform to M-l

2.0. Workmanship: 2.1. The work shall be carried out as directed. The proportion of

mix for finishing touching shall be in

CM. 1:2 by volume. Curing shall be done for not less than 7 days. The work shall be

carried out in best workman like manner.

The throating or plaster drip, and moulding shall be one centimetre in thickness.

Providing & Fixing the Chikenmesh jali - 20 guage(Crimp Jali) of approved size

applying between the RCC and masonry junction and fixing the same in proper

line, level and plumb with all material, labour, tools, tackles and equipment.

Including providing and fixing the jali with nails, etc complete as directed by the

site-in-charge.

1.1. Mild steel wire may be galvanized, as indicated. All finished steel wire shall be

well cleanly drawn to the dimensions, and size of wire as specified in item. The wire

shall be sound, free from splits, surface flaws, rough jagfied and imperfect edges and

other harmful surface defects and shall conform to I.S. 280-1978.

2.0 Workmanship:

2.1 G.I. welded wiremesh - 16 guage of approved size shall be fixed between the RCC

and masonry junction in proper line, level and plumb with all material, labour, tools,

tackles and equipment. Including fixing the jali with nails and washer so that it hold

the jali in line and level etc complete as directed by the site-in-charge.

3.0 Mode of measurement & Payment:

3.1 The rate includes cost of all labour, materials, tools and plants etc. required for

satisfactorily completion of this item.

3.2 The rate shall be for a unit of one Sq.Meter.

Applying two coats of birla or asian acrylic lappy (putty) & two coats of primer of

approved brand and manufacture on new wall surface to give an even shade

including thoroughly brushing the surface free from mortar dropping and other

foreign matter and sand papered smooth

1.1 The Wall putti shall be of approved brand and manufacture.

2.0 Workmanship

2.1 The surface shall be thoroughly cleaned of all dust, dirt, mortar cropping and

other foreign matter before white wash is to be applied.

2.2 The surface spoiled by smoke soot shall be scrapped with steel wire brushes or

steel scrapers or shall be rubbed with over –burnt surkhi or brick bats. The surface

shall be then broomed to remove all dust.

2.3 Oil or grease spots shall be removed by suitable chemical and smooth surface

shall be rubbed with wire brushes.

2.4 All unnecessary nails shall be removed, the holes, cracks, patches etc. shall be

made good with material similar in composition to the surface to be prepared.

3.0 Mode of measurements & payment

3.1 The relevant specifications of building specification item no. 18.11 shall be

3.2 The rate shall be for a unit of One Square metre.

Providing and fixing Anodized aluminum works for Door of size 8mm th. pre

laminated particle board, 5mm th. transparent glass/bronze color tinted float glass,

63× 38× 2.65mm outer frame-Vertical/Horizontal, 85×44×2.70mm shutter vertical

member, 85×44×2.00mm shutter horizontal member, 6'' long stopper, 6'' long S.S.

Hinges, 12'' long both side aldrop, Partly glazed and partly pre-laminated with

extruded built up standard tubular and other section of approved make confirming

to IS 733 and IS 1285, fixed with rawl plug abd screws or fixing clips ,or with

expansion hold fasteners including necessary filling up of gaps at junctions, at top

,bottom and sides with required PVC/ Neoprene felt, glass of approved make etc.

Aluminum sections shall be smooth, rust free ,straight.mitred and jointed

mechanically wherever required including cleat angles aluminum snap beading for

glazing /paneling, CP Brass/ Stainless steel screws, Stoppers all fixtures & fasteners

etc. complete as per architectural drawings and the direction of Engineer in Charge.

Scope of work is to be Providing and fixing Anodized aluminum works for Door of size

8mm th. pre laminated particle board, 5mm th. transparent glass/bronze color tinted

float glass, 63× 38× 2.65mm outer frame-Vertical/Horizontal, 85×44×2.70mm shutter

vertical member, 85×44×2.00mm shutter horizontal member, 6'' long stopper, 6''

long S.S. Hinges, 12'' long both side aldrop, Partly glazed and partly pre-laminated

with extruded built up standard tubular and other section of approved make

confirming to IS 733 and IS 1285, fixed with rawl plug abd screws or fixing clips ,or

with expansion hold fasteners including necessary filling up of gaps at junctions, at

top ,bottom and sides with required PVC/ Neoprene felt, glass of approved make etc.

Aluminum sections shall be smooth, rust free ,straight.mitred and jointed

mechanically wherever required including cleat angles aluminum snap beading for

glazing /paneling, CP Brass/ Stainless steel screws, Stoppers all fixtures & fasteners

etc. complete as per architectural drawings and the direction of Engineer in Charge.

1.0 Mode of measurement & Payment:

1.1 The rate includes cost of all labour, materials, tools and plants etc. required for

satisfactorily completion of this item.

1.2 The rate shall be for a unit of one Sq.Meter.

Providing & fixing of reinforcement bars ( reinforcement bars shall be paid extra

under relevant item of work ) after drilling the hole of required diameter & depth,

cleaning of the same ,providing /filling the hole with Injection Mortar (HIT HY

of Hilti or approved equivalent ),inserting reinforcement bar etc. complete as per

Manufacturers & architects instruction. The work shall be carried out by the

technical workmen’s/agency approved by the manufacturer and under technical

supervision of Manufacturer of Injection grout including all materials, tool tackles,

labour etc. Complete.

1.0 WORKMANSHIP :

1.0 The work shall be carried out for cutting in RCC Work for AC / Elect workmanship.

1.1 Special equipment will be used for necessary dia. for core cutting.

1.2 If Any damages carried out in existing structure shall be repaired by Contractor.

No extra payment will be paid.

2.0 MODE OF MEASUREMENT & PAYMENTS:

2.1 The rate shall be for a unit of one number basis.

Providing & fixing of reinforcement bars ( reiforcement bars shall be paid extra under

relevant item of work) after drilling the hole of required diameter & depth ,cleanning

of the same ,providing /filling the hole with Injection Mortar (HIT HY 150 of Hilti or

approved equivalant ),inserting reinforcement bar etc. complete as per

Manufacturers & architects instruction.The work shall be carried out by the technical

workmens/agency approved by the manufacturer and under technical supervision of

Manufacturer of Injection grout including all materials,tool tackles ,labour

1.0 MATERIALS: 1.1 Supplying Mechanical stud anchors (Nut Version) HSA of sizes

M8 (75 mm long)/ M10 (90 mm long)/ M12 (100 & 150 mm long)/ M16 (140 mm

long)/ M20 (170 mm long) of HILTI India Pvt Ltd. or approved make. The anchor

should be of cold formed carbon steel anchor, A4, Galvanized/Stainless steel and can

be used for two embedment depths.

1.2 Supplying Plastic light duty impact anchors HPS-1 of HILTI India Pvt Ltd or

approved make for size ranges from 4-8 mm dia (50 to 110 mm long). The anchor

should be made of polyamide sleeve PA6 grade with 4 way expansion and Galvanized

1.3 Supplying heavy duty injection adhesive for rebar fixing in Wet/Dry conditions

HILTI HIT-RE 500 for dia up to 40mm of HILTI India Pvt Ltd. or approved make. The

system should be made of two foils consisting of resin and Hardener foil pack. The

system can be used for rebar fixing or threaded rods viz HAS-E rods. The rate of

Threaded rods used if any and reinforcements will be included.

1.4 Supplying medium to heavy duty injection adhesive for rebar fixing in Dry

conditions HILTI HIT-HY 150 for dia up to 25mm of HILTI India Pvt Ltd. or approved

make. The system should be made of two foils consisting of resin and Hardener foil

pack. The system can be used for rebar fixing or threaded rods viz HAS-E rods. The

installation and the setting instructions should be strictly followed as per the

manufacturers recommendations. The rate of Threaded rods used if any and

reinforcements will be included.

1.5 Supplying light duty injection adhesive for fixing in hollow bricks, standard bricks,

masonry, etc with HILTI HIT-HY 70 of HILTI India Pvt Ltd. or approved make. The

system should be made of two foils consisting of resin and Hardener foil pack. The

system can be used for rebar fixing or threaded rods viz HAS-E rods. The installation

and the setting instructions should be strictly followed as per the manufacturer’s

recommendations. The rate of Threaded rods used if any and reinforcements will be

2.0 MODE OF MEASUREMENT & PAYMENTS:

2.1 The rate shall be for a unit of one number basis.

Providing & fixing S.S. Pipe railing of 50mm dia pipe not less than 18guage, in

rows supported by S.S. Pipe of 50mm dia at every corners & 1.5 mt C/C incl.

concrete block (0.35 X 0.35 X 0.35) incl. 16 guage S.S. sheet using required cutting,

jointing, welding, threading, drilling & fixing etc. comp. as directed as per drawing

Material & Workmanship:-

The necessary materials like AISI 304 grade stainless steel pipes of approved quality

& best quality confirming to relevant I.S code. All materials shall be got approved

before starting the work. The entire work shall be carried out as per the instruction

of Engineer-in-charge. Top rail of 50 mm diameter having 1.50 mm wall thickness,

vertical support of 38 mm diameter stainless steel pipe having 1.50 mm with

horizontal pipe of 25 mm diameter having 1.50 mm wall thickness and S.S plate of

100 mm diameter x 6.0 mm thick shall be used for executing the railing as per

Architect design. The vertical support connected in R.C.C steps at 1200 mm C/C shall

be fixed in R.C.C /brick wall / cement concrete masonry in line and level using

necessary S.S fixtures & fastenings of the make KICH or as equivalent of approved by

Engineer-in-charge shall be used. The entire daso shall be prepared as per design or

as per drawing supplied or as directed by Architect.

Stainless Steel confirming to AISI 304 Grade Stainless Steel shall be completely anti-

corrosive and resist the adverse effects of chemicals.

The following table presents main elements (forming the Chemical composition) of

AISI 304 Grade Stainless Steel

Chemical Composition 304 Grade Implications

in Percentage: Element

Carbon 0.08 Increase in percentage decreases the

corrosion resistance.

Sillicon 1.00 -

Manganese 2.00 Affects the magnetic characteristic and

hardness of Iron

Phosphorus 0.045 -

Chromium 16.0 to 18.0 Addition of 12% forms stainless steel from

ordinary steel. Removes the corrosive

effect of Carbon. Forms a passive

film which prevents oxidation & consequent corrosion.

Molybdenum (MOLY) 2.00 to 3.00 Molybdenum increases the corrosion

resistance to chiorides and sulphates

including sulfurous acids in pulp industries.

It has a superior tensile strength at high

temperature as compared to 304 Grade

steel. This element can resist major

chemical reaction and thus being a very

costly element.

Nickel 10.0 to 14.0 Nickel provides corrosion resistance,

increases strength in both high & low

temperature, increases toughness in low

temperature and lowers the effects of work

hardening. Thus higher percentage makes

the steel superior in quality.

 It can withstand the corrosion caused by atmospheric / environmental or major

chemical reactions.

 It can resist high temperatures without going under any deformity which makes it

highly recommended for fire safety doors in any building.

 It has remarkable creep strength and Rupture strength.

 It shall be repelled the Bacteria & shall be made higher degree of hygiene.

 It shall be of natural finish, it shall not required regular cleaning or maintenance

making it most suitable for public places.

 Wall thickness of pipe shall be of 1.5 mm metal thickness instead of 1.2 mm

 It shall tolerate forceful and intense use.

 Specially developed fixing stud and grubs shall be used to ensure accurate fitting

of elements and eliminates shaking of elements.

 Specially developed fixing stud and grubs shall be used to ensure accurate fitting

of elements and eliminates shaking of elements.

 Testing shall be carried out in requisite laboratory for above chemical

composition of AISI 304 Grade Stainless Steel & testing result for the same shall

be submitted along with bill for claiming the amount of bill. If the results found

fail, the fixtures and fastening of the same lot shall be rejected outright.

 All fixtures and fastening of the make shall be of anti corrosive high grade AISI

304 stainless steel in Glossy & satin combination finish only. Fixtures and

fastening of the make

 It can withstand the corrosion caused by atmospheric / environmental or major

chemical reactions.

 It can resist high temperatures without going under any deformity which makes it

highly recommended for fire safety doors in any building.

 It has remarkable creep strength and Rupture strength.

 It shall be repelled the Bacteria & shall be made higher degree of hygiene.

 It shall be of natural finish, it shall not required regular cleaning or maintenance

making it most suitable for public places.

 Wall thickness of pipe shall be of 1.5 mm metal thickness instead of 1.2 mm

 It shall tolerate forceful and intense use.

 Specially developed fixing stud and grubs shall be used to ensure accurate fitting

of elements and eliminates shaking of elements.

 Specially developed fixing stud and grubs shall be used to ensure accurate fitting

of elements and eliminates shaking of elements.

 Testing shall be carried out in requisite laboratory for above chemical

composition of AISI 304 Grade Stainless Steel & testing result for the same shall

be submitted along with bill for claiming the amount of bill. If the results found

fail, the fixtures and fastening of the same lot shall be rejected outright.

 All fixtures and fastening of the make shall be of anti corrosive high grade AISI

304 stainless steel in Glossy & satin combination finish only. Fixtures and

fastening of the make fashion. If after erection found daso to be damaged due to

erection or due to any type of negligence of the agency, the same shall be

replaced without any extra cost.

Mode of measurement & payment:

The dimension of the shall be measured clear size of the frame in closed position of

between the two outer edges of the frame.

The payment shall be made on completion of work.

The unit rate for the item shall be for a unit of one Running meter.

Providing & Fixing window having extruded aluminium colour anodized section

frame main outer size 63.5 x38.1x1.95mm(Jindal or Hindalco section No.4605 @

Wt.1.094 Kg/Rmt) horizontal Two Track member size 61.85x31.75x1.2mm(of Jindal

or Hindalco section No.8687 @ Wt.of 0.695 Kg/mt.) vertical member of size 61.85x

31.75x1.3mm (of Jindal or Hindalco section No. 8758 @ wt of 0.659 Kg/Mt.) with

Sluiding shutter of horizontal member size 40x18x1.29mm (of Jindal or Hindalco

section No. 8949 @ wt.of 0.456 kg/mt.) vertical member of size 40x18x1.29mm (of

jindal or Hindalco section No.8947 @ wt.of 0.456 Kg/ mt./section 8948 @ wt of

0.457 kg/mt.) with 5mm thick transperant bronze colour tinted float glass with

colour anodized aluminium fittings & fixtures with transparent silicon sealant glass

fixing to frame as per detail including 12 mm square M.S. bars 100mm C/C in 25x6

mm M.S.Flate as a frame with One coat of anticorrosive paint & two coats of oil

paint as a safty grill for protaction.

1.1.1 Aluminum alloy used in the manufacture of extruded windows sections shall

conform to IS designation HEA-WP of IS 733-1975 and also to IS Designation WVG-

WP of IS 1285-1975 The section shall be as specified in the drawing and design

1.1.2 Outer frame shall be of standard 20 micron colour anodized Aluminum hollow

sections having weight per rmt as described in Schedule B

1.1.3 All sectionsshall be Free from any scratches or holes or any damages on

surface. All section shall have finished luster surface on all sides. All sections shall be

of best quality and free from any defect and shall be undamaged in carriage and

handling either by rubbing off of anodizing or surface or otherwise. And free from all

defects such as Scratches cracks, holes, deformities chipped edges or other wise

1.2 Shutter frame of aluminum standard section

1.1.1 Aluminum alloy used in the manufacture of extruded door sections shall

conform to IS designation HEA-WP of IS 733-1975 and also to IS Designation WVG-

WP of IS 1285-1975 The section shall be as specified in the drawing and design

1.1.2 Frame of shutters shall be of standard colour anodized Aluminum hollow

sections of having weight per Rmt as described in Schedule B

1.1.3 All sectionsshall be Free from any scratches or holes or any damages on

surface. All section shall have finished luster surface on all sides. All sections shall be

of best quality and free from any defect shall be undamaged in carriage and handling

either by rubbing off of anodizing or surface or otherwise. And free from all defects

such as Scratches cracks, holes, deformities chipped edges or other wise damaged.

1.3 Glazing clits

1.3.1 Glazing clits shall be of standard anodized Aluminum standard sections having

weight per Rmt as described in Schedule B

1.3.2 Glazing clits shall be Free from any scratches or holes or any damages on

surface. Glazing clits shall have finished luster surface on all sides. All sections shall

be of best quality and free from any defect shall be undamaged in carriage and

handling either by rubbing off of anodizing or surface or otherwise. And free from all

defects such as Scratches cracks, holes, deformities chipped edges or other wise

1.4 Rubber Gasket

1.1.1 Rubber gasket shall be of best quality and free from any defect shall be

undamaged in carriage and handling either by rubbing off of surface or otherwise.

And free from all defects such as Scratches cracks, holes, deformities tea red edges

or other wise damaged.

2.0 Colour tinted glass

2.1.1 For glazing and framing purpose shall conform to IS 1761-1960

2.1.2 Colour tinted glass shall be of the best quality, free from specks, bubbles,

smokes, veins, air holes, blisters and other defects. The kind of glass to be used shall

be mentioned in the item of specification of in the special provision or as shown in

the detailed drawings. The thickness of glass panels shall be uniform. The

specification for different kinds of glass shall be as under.

2.1.3 Colour tinted glass shall be patent flattened glass of best quality and of

approved colour and quality and shall be of best quality and free from any defect.

Colour tinted glass of the specified colours shall be used, if so shown on detailed

drawings or so specified. For important buildings and for panes with any dimension

over 900 mm plate glass of specified thickness shall be used.

2.1.4 The thickness of the Colour tinted glass shall be as per prescribed in description

of the item the glass

3.1 Floor spring

Floor spring shall be of approved make and brand and free form any defect Top cover

shall be of best quality with luster surface and free form any defect like scratches or

holes etc and shall be undamaged in carriage and handling either by rubbing off of

anodizing or surface or otherwise. Internal mechanism of the unit shall be in perfect

working condition and shall be tested as directed by the Engineer in charge

3.2 Anodized Aluminum Handle

Handle of anodized aluminum shall be heavy type handles of approved size and

quality of approved make and shall be fixed in position as directed by Engineer in

charge Handle shall be of best quality and free from any defect like scratches or

holes etc and shall be undamaged in carriage and handling either by rubbing off of

anodizing or surface or otherwise

4.0 WORKMANSHIP

The door shall be fabricated as shown in detail architectural drawing and as per

instruction of engineer in charge, only approved material shall be used in door colour

of anodizing shall be approved colour and shall be anodized up to the satisfaction of

engineer in charge. Completed door shall be fixed in position in true line and level

and shall be got tested as shown in the drawing as per instruction of engineer in

5.0 Mode of Measurement & Payment :

5.1. The unit rate of anodized aluminum glazed door shall include the cost of all

materials, cost of anodizing, cost of fabrication of door unit with all necessary

fixtures and fastenings, labour charges for fixing frames, shutters and fixing the door

in wall at the place shown in drawing and as instructed by Engineer in charge, all

tools and plant required for assembling and fixing in position, finishing as per

direction of the Engineer-in-charge, and all other incidental expenses for preparing

window frame and shutter of specified size to complete the door structure or its

components as shown on the drawings and according to these specifications. They

shall also include the cost of making, fixing and making walls good by plaster patch

colour etc as required

5.2. The aluminum doors shall be measured for its length and breadth limiting

dimensions to those specified on plan or as directed.

5.3. The payment will be made on square Meter basis of the finished work.

5.4. The rate shall be for a unit of one square meter.

Supplying, Erecting & fixing 2000 litre Capacity PVC milky inside white Sintex brand

Only (not reno or any make) water tank of cylendrical vertical type of required

capacity moulded in one piece suitable for drinking water storage made of high

dencity polythelene with bulit in square plateform & top lead with locking ring or

threaded type lead. The tank shall have checknut system to provide connections of

suitable diameter as directed by the engg. in charge. for inlet at top & for outlet on

sides with arrangement of overflow & wash out and also fixing necessary boll valve

of standard size etc. comp. as directed.

1.1 Approved PVC water tank of specified manufacturer

2.0 2.0 WORKMANSHIP:

2.1 The Syntex water tank shall be supplied in Size As per Decided By Engineer In

charge and fixed, and fitted on basis of the drawings furnished by the

manufacturer, on purchase of the water tank. Whenever, staging is required for

installations, designs and drawings for the same up to 2.0 mt. height shall be

furnished again placement of order. Installation can also be done through the

trained personnel of the dealer. The work shall be carried out in best workman

like manner as directed by Engineer-in-charge.

3.0 MODE OF MEASUREMENT AND PAYMENT:

3.1 The rate includes for all labour, materials, tools and equipment required to

the work in satisfactory manner.

3.2 The rate shall be for a unit of liter basis

3.3 The Payment shall be for a unit of liter basis.

Providing & fixing S.S. Kitchen sink Glossy ASIS 304 Grade, 1mm thk. with over all size

510 x 432mm & bowl size 445 x 368 x 190 with single hole for pillar tap including

cutting holes and making good the same including C.P.Brass waste,M.I.Fisher union

32mm dia.,15mm dia piller tap, capstan head,screw down high pressor with screws,

and back nuts,C.P.Brass stop tap and plastic connection P.V.C.Waste pipe,Rubber

Plug etc. item 23019 page

Item includes providing the stainless steel sink with or without drain board of size as

specified in the schedule including fixing.

The sink shall be manufactured from stainless steel of Salem or equivalent steel

conforming to IS: 13983. Stainless steel sink shall be of one piece construction

molded out of 19 SWG (1mm) stainless steel sheet of grade AISI 304 (18/8) with

stainless steel choke – stop strainer (waste coupling) check nuts conforming to IS :

The sink shall be fixed in position as indicated in the drawing. The sink shall be placed

over the brackets or on the platform. Gap between sink and platform / wall shall be

finished with white / matching cement.

THE RATE INCLUDES FOR

1 S.S. sink with waste coupling cement sand etc.

2 All necessary labour, material and use of tools.

MODE OF MEASUREMENT

The measurement shall be for each unit of Stainless Steel sink fixed.

Schedule for Testing of Material

Brief Description of Total No. of

as per Prescription of test which Frequency @ which test shall be carried out Qty. of

Material to be Tests to be

Schedule shall be carried out (as per GERI) Material

tested carried out

Gradation test, impact

Coarse Agreegate value, flakiness index, ater 1\150 M3 for Concrete or as per

(Metal, gravel etc.) absorpation, stripping specification

Gradation, fineness

Fine Agreegate modulus, specific gravity, 1\150 M3 for Concrete or as per

(Sand) water absorption, site Requirment of relevant specification

Dimension and tolerance, 1 test per 50,000 brick

water absorption, 5 brick from (Sample)

compressive strength, 5 brick from (Sample)

efflorencenece 5 brick from (Sample)

Water absorpotion

C.C. Tiles Transverse strength

(18 tiles for sample)

abrasion, size tolerances

Qnty of CC M3 1 test

Compressive Strength

Cement Concrete 16 -

(IS 516-1959) 4 test

31 - 50 4 + 1 for each

Addnl. 50 M3 for part

Upto 50 T 1 test

Consistency, setting time,

compressive strength,

Cement 300 - 500 T 5 test

fineness, chemical

analysis, soundness

and 8 test for larger

Tensile strength, yield

Steel 1/ 40 tonnes/ per category

stress, elongation

Anatomy test, density

Teak Wood test, moisture content 1 test

Sand Content[IS:

2 tests per 3000 cubic metres of soil 2 tests

(Part-4)] - Plasticity

per 3000 cub. metres of soil. 2 tests per

Test[IS:2720 (Part-5)] -

3000 cubic metres of soil. One test for

Earth work Density Test [IS:2720 (Part-

every 250 cubic metres of soil. One CBR

8)] -Moisture Content

test for every 3000 cum. at least or closer

as and when required by the Engineer.

Murrum PI Value 1 Test per 50 cmt

once for approval of source subsequently

Water Chemical test

only in case of doubt supply

If directed by the Engineer in charge, the materials intended to be used for the work but not included in the above schedule

shall also be tested at Government recognized Laboratory.