CROME Infra.
No.24. New BEL Road
Bangalore - 560079
Phone - +91 9844 309 309
E Mail- info@cromeindia.com
TO Qtn. No. CI/BLR/R2/108/2023-24
M/s. WFS (Bengaluru) Pvt. Ltd. Date . 29th MAR 2023
Bangalore Ref : RFQ by Mail
Sub : Quotation for Fabrication and installation of Canopy at Cargo Warehouse
Unique
Description Unit Total Qty Rate (Rs.) Total Amount (Rs.)
Number
A Air Side Canopy Work
Excavation by Mechnical Means (including for foundation ) in all types of soils, such
as Earth, Marine Clay, Marshy Land, Running Sand, Garbage, Slush, Murrum, Rock
Boulders etc. as directed by Engineer. The rate includes pumping out water,
necessary backfilling as directed including leveling, ramming backfilling in layers
not more than 200mm thickness, watering, consolidating, compacting to achieve
not less then 97% Modified Proctor density conforming to relevant IS,.
86
measurement to be done as per IS 1200 including all lifts and stacking in layers.
The rate also includes supporting public utilities such as cables, drains services
pipes water mains, shall include the cost of shoring as per safety norms. Where
unshored trenches are allowed slope as specified shall be given. Complete as
directed by the engineer In charge. (Filling of excavated earth carried out within
the premises)
87 0.00 M to 1.50 M Cum 490.00 335.00 164,150.00
88 1.50 M to 3.00 M Cum 43.00 420.00 18,060.00
Carting away (Disposal) the surplus excavated materials/ building rubbish / malba /
similar unserviceable, dismantled or waste materials by mechanical means
93 including loading, transporting, unloading to approved municipal dumping ground Cum 468.00 750.00 351,000.00
or as approved by Engineer-in-charge, beyond 50 m initial lead, for all loads
including all lifts involved. for 40 Km Lead
Providing and laying dry rubble stone packing 80 - 230 mm thick hand set in
regular lines, interstices being filled in with small pieces of stones, grit, throughly
101 rammed, consolidated and watered complete as directed and specified. Actual laid Cum 137.00 2,250.00 308,250.00
area [including all deduction] will be considered for measurements with all
deduction.
Providing and laying in position plain cement concrete, using fly ash and cement
content as per approved design mix from Engineer-in-charge and fly ash
conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC
as per IS 456 and uniform blending with cement is to be ensured in accordance
with clauses 5.2 and 5.2.1 of IS: 456-2000 in the items of ready mixed concrete
and manufactured in fully automatic batching plant and transported to site of work
in transit mixer for all leads, having continuous agitated mixer, manufactured as
103 -
per mix design of specified grade for plain cement concrete work, including
pumping of R.M.C. from transit mixer to site of laying and curing, Excluding the
cost of centering, shuttering and finishing, including cost of curing, includign
adding PC based admixtures in recommended proportions as per IS : 9103 to
accelerate/ retard setting of concrete, improve workability without impairing
strength and durability etc. complete as directed and accepted by the Engineer In
Charge.
104 PCC M-15 (1:2:4) RMC Cum 60.00 5,000.00 300,000.00
NOTE :- For all RCC works the following points will have to be done as under.
105 1)The concrete ingredients shall be as per relevant Indian Standard Codes. -
Minimum cement content as per IS 456.
2)All concrete used should be ready mix concrete for automated batching plant,
106 mix design to be approved by the consultant. Batch report for every consignment -
of RMC is mandatory to be submitted to Engineer In charge.
3) The rates shall include the cost of complete work including mix design, site
laboratory equipment, all necessary testing of concrete, without centering,
without form work, placing, vibrating, tamping, curing, without deshuttering work,
107 roughening the exposed surfaces for receiving plaster and finishing but -
without reinforcement, which will be paid for separately, unless otherwise
specified. The centering shall be only in steel scaffolding & adjustable steel
props, to be paid separatly in below item.
4) Use of mechanical vibrator shall be made for all R.C.C. work wherever
directed. All joints and gaps in the form work shall be covered with water proof
papers or GI sheet as directed. Precast cement mortar (1:2) cover blocks or
108 -
approved plastic cover blocks shall be used for all RCC members as directed.
Providing of cutouts for manholes, vent pipes, for sumps and haunch portions for
which nothing extra will be paid.
As soon as form work of slab is struck off, immediate steps shall be taken by the
contractors to remove the waterproof paper or GI sheet and cement slurry from
109 underside of slab completely and get the concrete surface roughened and -
closely dented with tachas. Both these operations shall be done within a week’s
time of removal of centering.
5) All sharp internal corners of walls , R.C.C. columns etc. which are likely to be
110 -
broken are to be rectified with no extra cost.
111 6) The rates of R.C.C. items are for all floor height as per drawing. -
9) No extra will be paid nor any amount will recovered on account of
112 variation of cement in mix design as per specifications for controlled concrete. -
10) All honey comb repair work should be treated using epoxy mortar and cement
113 -
grouting as directed by engineer in charge.
11) Including Adding PC based admixture chemicals for all reinforced concrete
works dosage as per manufactures specification or addition of admixtures in
114 recommended proportions as per IS : 9103 to accelerate/ retard setting of -
concrete, improve workability without impairing strength and durability as per
direction of the Engineer - in - charge.
200 Grade of RMC concrete M30 in structure at all level Cum 240.00 8,100.00 1,944,000.00
Providing & laying M-25 grade of RMC Overlay above raft/slab etc. as per site
requirement including Epoxy Bonding coat between old and new concrete,
57 Cum 575.00 7,450.00 4,283,750.00
shuttering, steel scaffolding, adding plasticizer, compacting, curing etc. complete.
Providing and fixing and tying in position in all reinforced concrete members HYSD
steel (specify makes also- Thermo Mechanically Treated bars of grade FE 500D
manufactured by SAIL, M/s TATA Steel, Jindal or from manufacturer approved by
clients representative as per specifications of works conforming to IS : 432 /
1786. Including bars of any dia. including cutting, bending, welding, hooking the
bars binding with wires as required including all lead and lift etc. complete.
(Binding wire shall be of 1.6 mm diameter or 16 SWG Annealed wire) soft drawn,
annealed with chair supports, including precast cement mortar (1:2) cover blocks
shall be used for placing as directed. including cost of decoiling and
117 M.Ton 38.30 100,000.00 3,830,000.00
straightening of bars cleaning and removing of rust if required. including welding
of bars where ever required. etc. complete as directed and accepted by the
Engineer In Charge. (Cost of binding wire shall be borne by the contractor &
binding wire shall not be measured for payment.
No re rolled steel will be allowed for construction.
Note:- Rates are for Reinforcement for all height and members
Rate should include testing of steel from third party NABL certified Laboratory as
per tender specification and IS codes.
Providing, erecting, fixing in position and striking / removing and cleaning
waterproof plywood material shuttering and centering for form work in
substructure or superstructure at all all heights and for all geomatrical shapes, as
per details shown in drawings designing, obtaining approval of design for
structural stability and method statement from Engineer- in -charge prior to
commencement of the required specific design of formwork wherever specified ,
submitting well in advance including providing, erecting, spacing,using tubular
steel props,H frames, Pipe coupler, variable spans, wooden rafters, steel beams,
channels,angles, rods, ply wood etc. including proper bracing, ties, anchors, bolts,
118 nuts, washers,packing plates, fasteners of adequately designed capacities, -
producing finished concrete surfaces. at all locations including chamfers, splays,
keys,wedges, props, rails, bracings, brackets, cutting holes if specified for pipes
etc. providing and applying approved form oil on all surfaces of form work coming
in contact with concrete including close hacking of all exposed concrete work
wherever required to receive other type of finishings after removal of form work,
all materials, labour etc.complete as per specifications, drawings etc. complete as
directed and accepted by the Engineer In Charge. (stop boards for construction
joints will not be measured for payment).
119 At all level Sqm 198.00 825.00 163,350.00
Providing and applying of coal tar epoxy paint on the RCC surface of footings,
121 columns,beams etc. i.e below plinth structure coming in contact with soil to the Sqm 334.00 700.00 233,800.00
satisfaction of Engineer In charge etc. complete.
Providing & laying grout under base plate of structures, column bases, base
plate of equipment, pockets of foundations etc Including Centering & shuttering
122 with ACC shrincomp' compound or Conbextra GP-II (Fosroc Make) or high strength Kgs 429.00 90.00 38,610.00
etc. complete.etc. as directed and accepted by the Engineer In Charge.
Note: Item includes work at any height hoisting lifting scaffolding etc. Welding and
bolts and including applying zinc chromate primer and two coat synthetic enamel
123 paint as per specification. Material to be used of TATA, Jindal or Sail no re rolled -
steel will be allowed. electrodes and shall conform to IS 814. Make to be Advani,
Essar only.
Providing, fabrication and fixing of steel work as below as per details design and
drawing at any height including all labor, material with hoisting in position, fixing
with bolts and nuts or by welding, scaffolding, applying two coats Epoxy paint
including priming coat of approved manufacture etc. complete as directed by
124 engineer in charge. -
Cleaning: Shot blasting
Primer: 1 coat of Epoxy Primer DFT 50 microns
Top coat: 2 coat of Epoxy Finish Paint DFT 50 microns each.
Colour to be specified by Engg in charge.
Same as above in M.S. angles channel, Pipes. box section, R.S. beams, flats,
plates, rods, M.S. insert plates, bolts and curb angles at all levels with Anchor Bolts,
125 M.Ton 353.00 102,000.00 36,006,000.00
hold fasts in slabs, beams, columns and in concrete, chequered plates in cable
trenches, stairs, steps, landing, platforms, etc.
Providing and fixing colour coated Zincalume (R) AZ150 (min 150 gms/sq.mt. total
on each side) profiled sheets for roofing. The feed material is manufactured out of
nominal 0.45 mm Base Metal Thickness (BMT) (0.5mmTCT),Hi-strength steel with
min. 550 MPa yield strength, metallic hot dip coated with Aluminium-Zincalloy
(55% aluminium 43.4% zinc 1.6% silicon) with COLORBOND(R) steel quality super
durable polyester paint coat (within organic pigment). The paint shall have a total
coating thickness of nominal 35um, comprising of nominal 25 um exterior coat on
top surface and nominal 10 um reverse coat on back surface. Profile sheet shall
126 Sqm 5052.00 550.00 2,778,600.00
have nom. 950-1050 mm effective cover width and nominal 25-30 mm deep ribs
with subtle square fluting in the five pan at nominal 180-250 mm center-to-center.
The end rib shall be designed for anti-capillary groove. and return leg. The feed
material should have coil manufacturers product details marked a regular interval.
Including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated,
Hexhead, self-drilling screw etc. complete. (weight of profile 4.52 Kilogram/ One
Square Metre)
344 Colour Coated zincalume Flashings and Cappings 600mm wide Rmt 730.00 450.00 328,500.00
127 Providing and fixing corrugated polycarbonate sheet/ Skylight Sqm 936.00 1,425.00 1,333,800.00
Dismantling existing RCC/PCC manually/ by mechanical means including steel
19 scaffolding, cutting of steel reinforcement, removal of debris from outside the Cum 164.00 2,000.00 328,000.00
premises etc. complete.
Dismantalling of existing canopy, stacking of serviceable and non serviceable
201 material at designated location and carting away the same out of premices. As and M.Ton 67.00 7,500.00 502,500.00
where directed by engg in charge complete.
Removing sheet roofing including purlins, etc. including sorting serviceable and
202 unserviceable materials, stacking the same as and where directed in the compound Sqm 1338.00 80.00 107,040.00
including scaffolding etc. complete.
Drilling of holes and inserting bars by cutting the bars to required size & then
using HILTI chemical RE 500 as per vendors specification as per drawing etc.
203 Nos 141.00 850.00 119,850.00
complete as directed and accepted by the Engineer In Charge.
From 20 mm dia to 32 mm dia
Supplying, fabricating, transporting to site and erecting 3.12mm thick GI gutter
with all necessary supporting arrangement laid to proper slope, at all heights and
levels, including surface cleaning, Grinding and removing the welding burr and
applying one coats of red oxide zinc chromate primer and two coats of synthetic
311 Rmt 244.00 1,500.00 366,000.00
enamel paint on underside before erection & one coat of rubberized waterproof
paint on upper side after erecting including making necessary connections with
rain water pipes etc complete as directed. - Girth from Up to 600mm
Providing and fixing P.V.C. Rain water pipes upto 200 mm outer diameter and
having wall thickness of 2.2 to 2.7 mm confirming to I.S. 13592-1992
including proper rainwater receiving recess with P.V.C. plug, bend, necessary
fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved
wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of
312 approved quality and One Number ,filing the joint using rubber gasket with Rmt 286.00 1,800.00 514,800.00
solvent cement and properly resting the shoe of pipes on C.C. or masonry
blocks, including necessary scaffolding and maintenance for 3 yrs for any leakages
or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips
shall be got approved from engineer in charge etc. complete.
-
A Total Amount of Air Side Canopy Work 54,020,060.00
Rupees five crore forty lakhs twenty thousand sixty only.
TERMS & CONDITIONS :
1 TAXES : GST at 18% Extra
2 Transportation : Transportation, lifts and leads are included.
3 Payment : 25% Advance along with Work Order. Balance against Running Account Bills
4 Power and Water : Necessary Power and Water to be provided by the client
5 Storage Space : Safe storage space for material and tools to be provided by the client
Safety : We give utmost priority on safety of our men warking at site. Our workers are trained for working with all
6
safety precautions and company will provide necessary safety gadgets.
7 Supports and Staging : All necessary supports and staging, wherever required for the said job are considered in the above price.
Co ordination with other agencies : All necessary clearance for execution including site for works needs to be arranged by the client.
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Any delay which affects our works to be compensated
9 Project Duration : 100 Working Days after receiving the valid Work Order along with Advance
10 Validity : 10 Days
We hope our prices are inline with your requirement and expecting your valuable work order.
Thanking You
For CROME Infra
S N Suresh
CEO
Cell. +91 9916983999
