16th February 2017
Dear Sirs,
Sub: 2.5 cm thick premix carpet surfacing including tack coat
and seal coat at MDI Campus, Gurgaon
Dear Sirs,
Sealed quotations are invited for 2.5 cm thick premix carpet surfacing including tack coat
and seal coat at MDI Campus. The quotations should be submitted in a sealed cover addressed
to:
The Resident Engineer
Management Development Institute
Post Box No.60, Mehrauli Road
Gurgaon – 122001 (Haryana)
on or before 1500 hrs. on the 1st March, 2017. The rates quoted should be inclusive of all labour,
materials, taxes, octroi etc. and no extra rate on this account will be admissible. The schedule of
quantities are enclosed at Appendix-A. The terms and conditions are given below:
(i)
Running payment against the work done not exceeding 90% of the value of
work could be paid on submission of bills by the Contractor.
(ii)
The work shall be executed as per CPWD specification. The mode of
measurement of work done shall be based on CPWD specification.
(iii)
The payment shall be made on the basis of actual measurement of work done
at the rates quoted by the Contractor as per schedule of quantities enclosed.
(iv)
TDS and WCT shall be deducted as per rules.
(v)
The Institute reserves the right to get the whole or part of work done through
one or more parties.
(vi)
Water and electricity shall be supplied by the Institute free of cost.
(vii)
Contractor shall bring only the actual quantity of materials required after
measuring the actual area of premix carpeting to be done at site.
(viii)
The mulba/rubbish while scarifying the surface should be disposed off outside
for which nothing extra shall be paid.
(ix)
All the surplus materials/rubbish left out at site on completion of the work shall
be removed from the Campus within 10 days of completion of the premix
carpeting. Otherwise Institute will dispose off the same to outside at the
Contractor’s risk and cost.
(x)
The entire work should be completed within 30 days from the date of awarding
the work. Damage for delay in completion of the work would be Rs.1,000 (Rs.
one thousand only) per day subject to a maximum of Rs.50,000/- Decision of
the Institute in this regard would be final
(xi)
Workers employed on mixing asphalted materials shall be provided with the
protective foot wear and protective goggles.
(xii)
Contractor should make own arrangement for all tools and plants required to
complete the job.
(xiii)
The watch and ward of materials brought at site shall be responsibility of the
contractor.
(xiv)
The premix carpet surfacing should be organized/carried out without affecting
the normal functioning of the Institute. There should be least disturbance for
the movement of traffic inside the Campus.
(xv)
The Contractor must get acquainted with the proposed site for the work and
study specifications and conditions before quoting the rates.
(xvi)
The Contractor shall take all precautions to avoid the accidents by exhibiting
necessary caution boards, red flags, red lights and providing barriers. The
Contractor shall be responsible for all damages and accidents caused due to
negligence on his part.
(xvii)
No payment will be made to the Contractor for damage caused by rains or
other natural calamities during the execution of the work and no claim on this
account will be entertained. The damages, if any, occurred shall be rectified
without any extra cost.
(xviii)
At least one authorized representative should always be available at site of
work to take instructions from Engineer-in-Charge and ensure proper
execution of work. No work will be done in the absence of such an authorized
representative.
(xix)
The Contractor shall get the samples of materials approved sufficiently in
advance from the Institute. The materials brought at site shall strictly conform
to be quality of samples approved and incase of variation such materials shall
liable to be rejected and to be removed from the site within 24 hours of the
rejection by the Engineer-in-Charge.
(xx)
Proper camber and super elevation shall be provided as per required at site.
The average thickness of the premix carpet surfacing shall not be less than 2.5
cm. Proper coir rope/jute rope or temp plate shall be used to control the
thickness. Nothing extra shall be payable of extra thickness over and above
4.0 thicknesses specified in the quotation.
(xxi)
Hot mix plant and power road roller of 8 to 10 ton shall be used for the road
work.
(xxii)
Preference shall be given those agencies who are having own hot mix plant,
pavers, roller, tar boiler, vacuum cleaner etc.
(xxiii)
Bitumen (Asphalt 80/100) @ 4.2% by weight shall be used. At least four
different samples of Bituminous mix shall be got tested and certificate obtained
from the PWD laboratory for which nothing extra shall be paid by the Institute.
(Testing fee and cartage to be borne by the Contractor).
(xxiv)
An earnest money deposit of Rs.25,000 (Rs. Twenty Five Thousand only) shall
also be submitted along with the quotation by way of Demand Draft/Pay Order
favoring Management Development Institute payable either at Gurgaon or
New Delhi. While awarding the work, the earnest money deposited shall be
treated as security deposit and will be released after one month of satisfactory
completion of job. The earnest money deposit of unsuccessful quotationers
will be refunded.
Thanking you,
Yours faithfully,
SD XXXXX
(Subhash Chand)
(Resident Engineer)
Encl: one only (Appendix A)
Appendix-A
Schedule of quantities for road work at MDI Campus, Gurgaon
S.No Description
.
1.
Preparing the sub grade by excavating earth to an
average of 22.5 cm depth, dressing to camber
and consolidating with road roller including
making good the undulations etc. and disposal of
surplus earth lead up to 50 meter
2.
Consolidation of sub grade with power road roller
of 8 to 12 tone capacity including making good
undulations etc.with earth or quarry spoils etc. rerolling the sub grade.
3.
Supplying and stacking of graded stone aggregate
at site of size range –
 90 mm to 45 mm
 63 mm to 45 mm
4.
Laying water bound macadam with specified
stone aggregate stone screening and blinding
material including screening, sorting, spreading to
template and consolidation with power road roller
of 8 to 10 tonne capacity etc. complete (payment
for stone aggregate, screenings, kankar, moorum
and red bajri etc. to be made separately).
 Sub base with stone aggregate 90mm to
45 mm including stone
screening 13.2mm size

Qty.
Unit
90
sqm
90
sqm
5.5
5.5
Cum
Cum
5.5
Cum
Base course with 63 mm to 45 mm size
5.5
including stone screening 13.2 mm size
Cum
5.
Scarifying metalled (water bound) road surface 72
including disposal of rubbish lead up to 50 mtr
and consolidation of the aggregate received from
scarifying with power road roller of 8 to 10 tonne
capacity
6.
Providing and applying tack coat using bitumen
emulsion (rapid setting) complying with IS 88871995, spraying the bitumen emulsion with
mechanically operated spray unit, cleaning and
preparing the existing road surface as per
specifications:
(i)
On W.B.M @ 0.4 kg./sqm
72
sqm
Sqm
Rate
(Rs.)
Amount
(Rs.)
(ii)
7.
8.
9.
10.
On bituminous surface @ 0.25 kg./ 11,500
sqm.
2.5 cm premix carpet surfacing with 1.80 cum
and 0.90 cum of stone chippings of 13.2mm &
11.2mm size respectively per 100 sqm. And 52
kgs. And 56 kg. of hot bitumen per cum of stone
chippings of 13.2mm and 11.2mm size
respectively including a tack coat with hot
straight run bitumen including consolidation with
road roller of 6 to 9 tonne capacity etc. complete
(tack coat to be paid for separately)
With paving finisher & HMP with paving with
Asphalt 80/100 heated and then mixed with
solvent @ 70 grams per kg. of asphalt.
Providing and laying seal coat of premixed fine
aggregate (pasing 2.36mm and retained on 180
micron sieve) with bitumen using 128 kg. of
bitumen of grade 80/100 bitumen per cum of fine
aggregate and 0.60 cum of fine aggregate per 100
sqm. of road surface including rolling and
finishing with road roller all complete.
Dismantling of cement Conc. Surface on road and
dispose off the same out side campus
Providing and laying of RCC pipe 150mm dia
including making of smooth opening, excavation,
refilling etc.
Total:
Sqm
11,800
Sqm
11,800
Sqm
50
Sqm
30
Rmtr