I & FC
GOVERNMENT OF DELHI
IRRIGATION & FLOOD CONTROL DEPARTMENT
STATE: DELHI CIRCLE: FLOOD CIRCLE-I
BRANCH: I &FC CIVIL DIVISION-IV
ITEM RATE TENDER & CONTRACT FOR WORKS
(A) Tender for the work : Construction of RCC bridge in U/S of existing foot bridge at
R.D. 5520m of Trunk Drain No. 1.
(i) To be submitted 3.00 P.M. hours on 28.03.08 to EXECUTIVE ENGINEER: CIVIL DIVISION-IV
(ii) To be opened in the presence of tenderers who may be present at 3.30 P.M. hours on 28.03.08
in the office of the EXECUTIVE ENGINEER: CIVIL DIVISION-IV
Signature of Officer issuing the document
Date of issue________________
I/We have read and examined the notice inviting tender, schedule, A,B,C,D,E & F
Specifications applicable, Drawings & Designs, General Rules and Direction, Conditions of
Contract, Clauses of contract, Special conditions, Schedule of Rate & other documents and Rules
referred to in the conditions of contract and all other contents in the tender documents for the
I/We hereby tender for the execution of the work specified for the President of India
within the time specified in Schedule ‘F’ viz., schedule of quantities and in accordance in all
respects with the specifications, designs, drawings and instructions in writing referred to in Rule-
1 of General Rules and Directions and in Clause 11 of the Conditions of contract and with such
materials as are provided for by and in respects in accordance with, such conditions so far as
I & FC
We agree to keep the tender open for Sixty (60days) from the due date of submission
thereof and not to make any modification in its terms and conditions.
A sum of Rs. 23,14,633/- is hereby forwarded in cash/Receipt Treasury
Challan/Deposit at call Receipt of a Scheduled Bank as earnest money. If I/We, fail to furnish,
the prescribed performance guarantee within prescribed period, I/We agree that the said
President of India and his successors in office shall without prejudice to any other right or
remedy, be at liberty to forfeit the said earnest money absolutely. Further, If I/We fail to
commence the work as specified I/We agree that President of India or his successors in office
shall without prejudice to any other right or remedy available in law, be at liberty to forfeit the
said earnest money and the performance guarantee absolutely, otherwise the said earnest
money shall be retained by him towards security deposit to execute all the works referred to in
the tender documents upon the terms and conditions contained or referred to therein and to
carry out such deviations as may be ordered, up to maximum of the percentage mentioned in
Schedule ‘F’ and those in excess of that limit at the rates to be determined in accordance with
the provision contained in Clause 12.2 and 12.3 of the tender form.
I/we hereby declare that I/We shall treat the tender documents drawing and other
records connected with the work as secret/confidential documents and shall not communicate
information derived therefrom to any person other than a person to whom I/we am/are
authorized to communicate the same or use the information in any manner prejudicial to the
safety of the state.
Date: Signature of the contractor
I & FC
The above tender ( as modified by you as provided in the letters mentioned hereunder)
is accepted by me for and on behalf of the President of India for a sum of Rs._______________
The letters referred to below shall form part of this contract Agreement.
For & on behalf of the President of India
SCHEDULE OF QUANTITIES
Estimated Cost: Rs.23,14,633/-
Earnest Money: Rs.46,293/-
Time Allowed: 8 (eight ) months
Name of work:- Construction of RCC bridge in U/S of existing foot bridge at R.D. 5520m of Trunk Drain No. 1.
S. Description of item. Qty. Unit. Rate. Amount.
1. Demolishing brick work including stacking of serviceable
material and disposal of unserviceable material within 50m Cubic
lead in cement mortar. 29 Metre
2. Demolishing stone rubble masonry including stacking of
serviceable material and disposal of unserviceable Cubic
material within 50m lead in cement mortar 46 Metre
3. Demolishing cement concrete including disposal of Cubic
material within 50 metre: lead:1:3:6 or richer mix. 10 Metre
4 Earth work in excavation over areas (exceeding 30cm. in
depth 1.5m. in width as well as 10 sqm. on plan) including
disposal of excavated earth, lead up to 50m and lift up to
1.5m, disposed earth to be leveled and neatly dressed : All
kinds of soil. Cubic
5. Construction, maintenance and removal of earthen
bundies including cost of filling of E.C. bags with earth,
stitching and placing in position for care and diversion of
all kinds of water entering or flowing in the drain and
pumping out surface as well as under ground seepage
water to keep the construction area completely dry for
embedding executing of work including its execution of
work in or under water and or liquid mud wherever
6. Boring, providing and installing bored cast-in-situ
reinforced cement concrete pile of 500mm dia metre and Running
length below the pile cap in cement concrete 1:1:2 270.00 Metre
(1cement:1 coarse sand: 2 graded stone agg. 20mm.
nominal size) to carry safe working load not less than
specified, excluding the cost of steel reinforcement but
including the cost of boring with casing and/or bentonite
solution and the length of pile to be embedded in the pile
cap. (length of pile for payment shall be measured upto
bottom of pile cap).
7. Vertical load testing of pile sin accordance with IS-2911
(Part-IV) including installation of loading platform and
preparation of pile head or construction of test cap and
dismantling of test cap after rest etc. complete as per
specifications and the direction of the Engineer-in-Charge:
Single pile upto 5otonne capacity pile-Routine Test.
8. Centring and shuttering including strutting, propping etc.
and removal of form for:-
a) Foundation, footings, bases of columns etc. for mass
b) Columns, piers, Abutments, posts and struts. Square
c) Suspended floors, roofs, landings, balconies and access Square
platform. 334.00 metre
d) Extra for additional height in centring, shuttering where
ever required with adequate bracing, propping etc.
including cost of de- shuttering and de-centring at all
levels, over a height of 3.5 m, for every additional height
of 1 metre or part thereof :Suspended floors, roofs,
landing, beams and balconies (Plan area to be Square
measured). 134 metre
9. Providing and laying in position cement concrete of
specified grade excluding the cost of centring and
shuttering- All work up to plinth level 1:3:6(1cement:3 Cubic
coarse sand: 6 graded stone agg. 20mm. nominal size). 8 Metre
10. Providing and laying in position cement concrete of Cubic
specified grade excluding the cost of centring and 15 Metre
shuttering- All work up to plinth level 1:2:4(1cement:2
coarse sand: 4 graded stone agg. 20mm. nominal size).
11. Providing and laying in position specified grade of
reinforced cement concrete excluding the cost of centring
and shuttering, finishing and reinforcement –All work up to
plinth level with 1:1 ½ :3 (1cement:1 ½ coarse sand: 3 Cubic
graded stone agg. 20mm. nominal size). 48 Metre
12. Filling available excavated earth (excluding rock) in
trenches, plinth sides of foundations etc. in layers not
exceeding 20cm. in depth: consolidating each deposited
layer by ramming and watering, lead up to 50m. and lift up Cubic
to 1.5m. 196 Metre
13. Disposal of surplus excavated earth / malba by mechanical
transport up to a lead of 9km. including loading, unloading,
stacking and dressing of dumped material all complete in
soft / loose soil. Cubic
14. Reinforced cement concrete work in walls (any
thickness)including attached pilaster, buttresses plinth
and string courses fillets columns, pillars, piers,
abutments, posts and struts etc., upto floor five level
excluding the cost of centring, shuttering, finishing and
reinforcement with 1:1 ½ :3 (1cement: 1 ½ coarse sand: 3 Cubic
graded stone agg. 20mm.nominal size). 69 Metre
15. Reinforced cement concrete work in beams, suspended
floors, roofs having slope up to 15°, landings, balconies,
shelves, chajjas, lintels, bands, plain window sills,
staircases and spiral stair cases up to floor five level
excluding the cost of centring and shuttering, finishing and
reinforcement with 1:1½ :3 (1cement:1 ½ coarse sand: 3 Cubic
graded stone agg. 20mm. nominal size). 72 Metre
16. Reinforcement for RCC work including straightening,
cutting, bending, placing in position and binding all
complete: Cold twisted bars. 28350 Each
17. Providing and fixing neoprene bearing of size (300mm x Cubic
500mm x 78mm). as per details given in the drawing. 93600 centimetre
18. Providing and fixing Ist quality ceramic glazed tiles
conforming to IS: 13753 of minimum thickness 5 mm of
approved make like NITCO, ORIENT, SOMANY, KAJARIA
or equivalent make in all colours, shades design and
prints except begundy, bottle green black of any size as
approved by Engineer in charge in skirting, risers, of steps
and dados over 12 mm thick bed of cement mortar 1: 3 (1
cement : 3 coarse sand) and jointing with grey cement
slurry @ 3.3 kg per sqm including pointing in white cement Square
mixed with pigment of matched shade complete. 56 metre
19. Providing and laying 1.2m high steel wire mesh fencing
comprising of hard drawn fabric having mesh of size 75 x
25mm and of 8 gauge welded between angle iron of size
40x40x5mm and flat iron 50x5mm in all around and wire
mesh welded vertically, vertical angle iron to be Square
embedded in cement concrete. 72.00 Metre
20. Providing and laying 100mm dia PVC pipe drainage spout 12
of 50cm length ( as per drawing). Numbers Each
21. Finishing walls with water proofing cement paint of
approved brand and manufacture and of required shade
to give an even shade: New work(two or more coats Square
applied @ 3.84 kg / 10 sqm. 415 metre
22. Painting with synthetic enamel paint of approved brand
and manufacture to give an even shade: two or more coats
on new work over and under coat of suitable shade with
ordinary paint of approved brand and manufacture on steel Square
work. 72 metre
23. 75mm. thick back filling for pitching including supply of
required material and consolidation etc. complete with.
b) Stone aggregate 20mm. nominal size. Square
c) Stone aggregate 40mm. nominal size. Square
24. Providing and laying 22.50cm. thick brick lining in cement Square
mortar 1:4 (1cement:4 coarse sand) leveling and dressing 133 metre.
of bed etc. all complete.
25. Random rubble masonry with hard stone in foundation and
plinth including leveling up with cement concrete 1: 6: 12
(1 cement: 6 coarse sand: 12 stone aggregate 20mm
nominal size) at plinth level with cement mortar 1:6
(cement:6 coarse sand).(stone shall be supplied at site by
the deptt. free of cost).
26. Pointing on stone work with cement mortar 1:3 (1cement:
3 coarse sand): Raised and cut pointing.
27. Providing and laying 25 mm thick bitumen mastic wearing
course (as per specifications) with industrial bitumen of
grade 85/25 conforming to IS: 702 prepared by using
mastic cooker and laid to required level and slope
including providing antiskid surface with bitumen pre-
coated fine grained hard stone chipping of approved size
at the rate of 0.005 cum per 10 sqm and at approximate
spacing of 10 cm centre to centre in both directions,
pressed into surface protruding 1mm to 4mm over mastic
surface including cleaning the surface and removal of Square
debris etc all complete. 590.00 metre
Assistant Engineer-II Executive Engineer, C.D. IV
I & FC
Tools and Plants to be hired to the contractor.
S. No Description of item Hire charges per day Place of Issue
1. 2. 3. 4.
Extra schedule for specific requirements/documents for the work, if any.
Schedule of component of Materials, Labour etc. for escalation.
Component of materials expressed as per cent to total value of ‘work’ _________%
Component of labour expressed as per cent of total value of work _________%
Component of P.O.L. expressed as per cent of total value of work. _________%
GENERAL SPECIFICATION AND SPECIAL CONDITIONS:
Name of work:- Construction of RCC bridge in U/S of existing foot bridge
at R.D. 5520m of Trunk Drain No. 1.
Scope of work:- The work under this contract shall consist of Construction of
RCC bridge in U/S of existing foot bridge at R.D. 5520m of
Trunk Drain No. 1.The scope of work includes constructing
of 4.25m wide and 28.20m long bridge, with railing, cross,
beams, supported on girders which will rest on abutments
over pier, including both sides brick lining with FPS bricks in
cement mortar 1:4 (1cement:4 coarse sand) of T.D. No.1
including finishing etc. complete, including construction and
subsequent removal of bundies for care and diversion of
drain water. The work shall be executed as per drawing,
which can be seen in the office of the Executive Engineer,
CDIV during all working hours.
General Specifications and Special Conditions:-
1. Unless otherwise specified the work shall be carried out in accordance with latest
CPWD Specifications-2002 for works at Delhi with correction slips issued up to
date. In the event of any dispute the following shall be the order of priority to
decide the issue:-
i) Nomenclature of the item read with special conditions of the contract.
ii) Latest CPWD Specifications for works at Delhi with correction slips
issued up to date.
iii) IRC/BIS Specifications.
iv) Instructions/ Decision of the Engineer-in-Charge.
2. Wherever reference is made to CPWD Officers in the tender documents, the same
shall be construed to mean officers of the Irrigation & Flood Control Department,
Govt. of Delhi, except in case of clauses/involving working conditions of labour,
schedule of rates and specifications etc.
3. Before tendering, the contractor is expected to inspect the site of work and
acquaint himself fully with the site conditions including accessibility, lead and
lift involved, land available for stacking of material, nature of soil and other
conditions pertaining to execution of the work. The contractor is also advised to
take into consideration the dry weather flow in the drain for the preparation of
construction of bundies and ensuring their safety during the execution of the
work. No claim whatsoever shall be entertained on this account for any of the
above said reason over and above the unit rate quoted by the contractor.
4. The contractor shall at all times provide sufficient warning signal, lighting
arrangements, night watchman, notice boards and protective tin sheets fencing for
the safety of public against any accident on account of execution of this work. If
however, any mishap occurs, the contractor shall be fully responsible for
compensation or to face the legal consequences.
5. Work shall be carried out in such a manner, as not to interfere with, or effect,
retard or disturb the progress of any other ongoing work in adjoining areas, being
executed by any other agency.
6. The contractor shall make his own arrangements for filtered and unfiltered water
at site of work at his own cost.
7. The contractor shall make his own arrangements for the procurement of all
constructional plants and equipments necessary for timely execution of work and
equipments once brought by the contractor within the project area, are not to be
removed from the site without the written permission from the Engineer-in-
8. If due to the change in the design or any other stipulations or requirement at site, a
particular sequence or over all constructional operations has to be followed, due
to which certain interruption of any one or more items of work may occur, then no
claim whatsoever, shall be entertained, except making payments according to the
schedule of quantities/rates of the accepted tender.
9. The contractor must taken adequate pre-cautions against all possible damages by
natural causes, such as floods, rains, earthquakes, riots, accidents etc. The
Department will in no way be responsible for any loss occurring due to such
causes, till the complete work has been handed over to the Department.
10. No compensation will be payable to the contractor for his staff and labour,
remaining idle due to any kind of hinderance(s) in the work, stoppage of the work,
any business loss, or delay caused in the start and during progress of work, due to
any reason whatsoever.
11. ELECTRICITY SUPPLY: The department will not make any arrangements for
providing power/electric supply to the contractor. He shall have to make his own
arrangements and obtain requisite power/electricity connection from B.S.E.S.
Any expenditure incurred in this regard will be the liability of the contractor and
the department shall neither reimburse nor make any payment in this regard. The
contractor should also arrange his own generators or diesel pumps to supplement
electricity failure, to ensure uninterrupted working for dewatering at site. All
such arrangements needed shall be paid for as are covered in unit rate quoted of
each item and nothing extra shall be paid on any account whatsoever. The
Department however can recommended his case for sanction of temporary
connection and all the dues of (BSES)Bombay Sub-Urban Electricity Supply shall
be paid by the contractor or shall be recovered from his account as the case
maybe, if not paid in due time to the (BSES).
12. The contractor shall under no circumstances close any road or passage to traffic
without the permission of the Engineer-in-Charge.
13. DIVERSION OF WATER: The contractor shall ensure that the working area is
kept dry by making suitable diversion arrangements for the flowing water and de-
watering arrangement of any type of water with electric/diesel operated pumps, so
as to ensure uninterrupted working at site under dry conditions.
The unit rate for Item No.5 shall therefore include the excavation work for
construction of bundies of required section upto appropriate level above water
level in the drain to withstand the pressure of water surface in the drain including
all types of discharges entering the drain and their subsequent care and
maintenance during the execution of work. Breach or damage of bundies due to
any cause whatsoever shall be the responsibility of the contractor and these shall
have to be made good by him at his own cost.
The quoted rates of the contractor for Item No.5 of the schedule of the
quantities shall also include continuous de-watering of standing water/seepage
water, sub-soil water or water entering the site of work from any source of
execution of all items up to deck slab and as well as for relevant items of work in
or under water and in foul conditions and nothing extra shall be paid to him on
this account separately beyond his quoted rate. The unit rate shall also include
the cost of construction of bundies and their subsequent removal after completion
of work, as directed by the Engineer-in-charge.
The payment schedule of the lump sum amount quoted under this item shall be as
i) Construction of coffer bundies, de-watering of surface
Water and installation of pumps for lowering of SSWL.
and creating dry conditions in drain/bed/working area for
enabling execution of work. = 15%
ii) On completion of works up to water level = 15%
iii) In full completion of works/structure. = 15%
iv) On making diversion arrangements for Stage-II
(Protection and other works) and creating dry
condition for execution of work. =
v) On completion of work up to water level in Stage-II = 15%
vi) On full completion works/structure in Stage I &II = 15%
vii) Upon removal of bundies on completion of entire work.= 10%
The earth required for the construction of bundies may be utilized from the
excavation made for the bridge construction site itself from dry area. The cost of
excavation for the quantity of earth, thus utilized in the bundies shall not be paid
to the contractor under Item No.4 of the schedule of quantities of the tender.
14. Earth Work:- The surplus earth excavated under Item No4 of the schedule of
quantities after construction of bundies shall be disposed off on the banks of T.D.
No.1 as per directions of the Engineer-in-Charge.
15. CASTING OF PILES:- Item No.6 of the schedule of quantities, pilling work
shall be carried out as per provision made in relevant clauses of BIS Code for the
minimum depth, from cut-off level as shown in drawings. If the contractor is not
in a position to achieve the required depth, such bore shall be abandoned and no
payment shall be made. However, if the specified minimum depth of pile is not
achieved due to encountering of hard/strata/ rock, the design could be modified by
the department and the contractor shall have to carry out piling work in
accordance with modified design. The unit rate quoted by the contractor per
metre length/depth of pile shall be inclusive of all operations, including boring,
removal of slush, mud, cost of Bentonite, lowering of reinforcement cage, casting
of piles (cast-in-situ) with RCC 1:1:2 excluding the cost of steel reinforcement
but including use of 10% extra cement (for casting of piles over and above the
cement normally used in RCC 1:1:2. Nothing extra shall be payable other than
unit rates quoted by the contractor for this item.
16. TESTING OF PILES:- Item No.7 of the schedule of quantities, pile load
test on selected pile shall be done in accordance with IS 2911(Part-V), or latest
code of practice for design and construction of piles foundation. The procedure of
testing of pile shall be got approved by the contractor from the Engineer-in-
Charge before the testing. Test report shall be submitted by the contractor after
completion of test, duly, signed by his qualified engineer. The unit rate for the
item, quoted by the contractor shall be inclusive of all tools and plants and other
equipments, required for carrying out the load test on piles. The number of load
tests can be increased or deceased and shall be at the discretion of the Engineer-
in-Charge and the contractor is bound to carry out the additional test at the quoted
17. All structural steel required for the work shall be arranged by the contractor
himself and shall be paid to him under the relevant item of work as per schedule
of quantity. Steel used for the work shall be tested and in support of it, the
contractor shall furnish test certificate of the firm or dealer before its use. This
shall conform to relevant latest I.S. Code of practice. Welding work shall be
carried out as shown in the relevant drawing and I.S. code of practice.
18. While carrying out the excavation work below ground level and execution of
work below and above ground level, contractor shall take all kind of
precautionary measures for the safety of electrical cables, telephones cables, pipe
lines, gas lines or any such type of lines passing through the working area and as
well as to the adjoining area of the proposed work. Any damages caused due to
the negligence of any worker/supervisor of the contractor shall have to be made
good by the contractor at his own cost.
19. All the mandatory tests shall be got carried out at site or laboratory from time to
time for the material to be used for the execution of the work and the cost incurred
on this account shall be borne with the contractor.
20. Notwithstanding anything contained herein above, the item rates quoted by the
contractor for items mentioned in the schedule of quantities attached with the
tender shall be inclusive of all the conditions and operations mentioned in the
above general specifications and special conditions and nothing extra shall be
payable to the contractor.
21. Cement: Approximate 124.00 MT O.P.C. cement as per BIS Specifications (IS:
8112:1989)shall be required for the work, which shall be arranged by the
contractor at his own cost from the market. Cement of approved quality shall be
purchased by the contractor from standard manufacturing firm like Shree Cement,
A.C.C., J.K. Cement and Birla Cement etc. The cement which shall be arranged in
the bags of 50 kg. each shall be got tested from Govt. Approved Laboratory
before use at work and on every change of brand of cement during execution of
work. The receipt of the purchased of minimum 15 M.T. of cement as well as
test report from the company shall be furnished by the contractor before start of
work. The cement shall be carted from the source of procurement upto the
store at site by the contractor at his own cost to the entire satisfaction of the
Engineer-in-Charge. The contractor shall be fully responsible for the safe custody
of cement under double lock system. Nothing extra shall be payable to the
contractor on any of the above account.
22 Income tax, sales tax and labour welfare Cess or any other tax as applicable
shall be recovered at source from the running bill/final bill of the contractor.
23. SITE CLEARANCE:- After physical completion of the work, the site shall be
cleared off all the malba, surplus construction materials, tools, plants, labour huts,
cement store or any other temporary constructions raised by the contractor during
execution of work at his own cost. No extra payment shall be made to contractor for
clearance of site.
ASSISTANT ENGINEER:II EXECUTIVE ENGINEER:CDIV
Name of work Construction of RCC bridge in U/S of existing foot bridge at R.D.
5520m of Trunk Drain No. 1.
Estimated cost of work Rs. 23,14,633/-
1. (i) Earnest Money Rs.46,293/-
(ii) Performance Guarantee
The Contractor shall be required to deposit an amount equal to 5% of the tendered value of the
work as performance guarantee in the form of an irrevocable bank guarantee bond on any schedule bank
or State Bank of India in accordance with the form prescribed or in cash or in the form of Govt. Security,
fixed deposit within 15 days of the issue of letter of intent but before award of work. This period can be
further extended by the Engineer-in-charge up to a maximum period of 7 days on written request of the
(iii) Security Deposit
A sum @10% of the gross amount of the bill shall be deducted from each running bill of the
contractor till sum along with sum already deposited as earnest money will amount to security deposit of
5% of tendered value of the work.
(Bank Guarantee is not to be accepted as security deposit)
General Rules & Directions:-
Officer inviting Tender EXECUTIVE ENGINEER: CIVIL DIVISION:IV
Maximum percentage for quality of item
of work to be executed beyond which rates
are to be determined in accordance with
Clauses 12.2 & 12.3 See Below
I & FC
2. i) Engineer-in-Charge EXECUTIVE ENGINEER:CIVIL DIVISION:IV
2. vii) Accepting Authority SE(FCI)/EE CDIV
2. x) Percentage on cost of 10%
material and labour to
cover all overheads and
2. xi) Standard schedule of Rates DSR 2002
2. xii) Department I&FC
2. xiii) Standard CPWD contract Form CPWD Form 8 as modified
Corrected up to date__________
2. Authority for fixing compensation S. E (F.C.I)
Time allowed for execution of work 8 (eight) months.
Authority to give fair and reasonable extension SE(FC-I)/EECDIV
of time for completion of work (Subject to Delegation of Power)
I & FC
S. No. Description of Milestone Time allowed in days & Amount to be withheld in
(Physical) (From date of start) case of non-achievement of
1. 1/8th (of the whole work) 1/4th (of the whole work) In the event of not achieving the
2. 3/8th (of the whole work) ½ (of the whole work) necessary progress as assessed
3. 3/4th (of the whole work) ¾ (of the whole work) from the running payments. 1%
4. Full Full of the tendered value of work
will be withheld for failure of
each mile stone.
Gross work to be done together with net
Payment/adjustment of advances for
material collected, if any, since the last
such payment for being eligible to interim
Specifications to be followed for execution CPWD Specification 2002 Vol. I to VI
12 12.2 & 12.3 Deviation limit beyond which Clause
12.2 & 12.3 shall apply for bull-work
12 12.5 Deviation limit beyond which Clause
12.2 & 12.3 shall apply for
foundation work 50%
Competent Authority for deciding reduced
rates. SE (FCI)
36 i) Minimum Qualifications & experience required for Principal Technical
Requirement of Technical Representative(s) and Recovery Rate in respect of works
costing Rs.10.00 lakh to 50 lakh.
S.No. Minimum Qualification Discipline Designation Minimum Number Rate at which recovery
of Technical (Principal Technical Experience shall be made from
Representatives /Technical the contractor in the
Representative) event of not fulfilling
provision of Clause
Graduate Engineer Nil Rs. Ten
Or Rs.10,000 thousand
Diploma Engineer. 5 years only
Assistant Engineers retired from Govt. Services that are holding Diploma will be treated at par with Graduate
I & FC
i) a) Schedule/statement for
quantity of cement &
bitumen on the basis of
Delhi Schedule of Rates
2002 printed by C.P.W.D.
ii) Variations permissible on
a) Cement for works with 3% plus/minus.
estimated cost put to
tender not more than Rs.
For works with estimated 2% plus/minus.
cost put to tender more
than Rs. 5 lakhs.
b) Bitumen for works. 2.5% plus only & nil on minus side.
c) Steel Reinforcement and 2% plus/minus.
structural steel sections
for each diameter, section
d) All other materials. NIL