Public Works Department Tender
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Costs
EMD
₹ 40,000Document Cost
₹ 500Tender Fee
₹ 500
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_CEPWD_466021_2Tender No
05/2025-26 JJNTender Authority
Public Works Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Construction of Embankment with Material Obtained from Roadway Cutting : Construction of embankment with approved materials deposited at site obtained
from roadway cutting and excavation from drain and foundation or other structures
graded and compacted to meet requirement of Tables 300-1 and 300-2 as per
MoRTH Specification Clause 305.3
3300
34
112200
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Granular sub-base/base/surface course with local materials (Table 400.13) by mix in
place method normal Construction of granular sub-base by providing local material
spreading in uniform layers with motor grader on prepared surface, mixing by mix in
place method with rotavator at once and compacting with smooth wheel roller to
achieve the desired density complete as per MoRTH Specification table 400-1, 400-
2. Using Gravel mix soil using
868.25
441
382898.25
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WBM Grading 2: Providing, laying, spreading and compacting stone aggregates of specific
sizes to water bound macadam specification including spreading in uniform
thickness, hand packing, rolling with three wheel 80-100 kN static roller in
stages to proper grade and camber, applying and brooming, crushable
screening to fill-up the interstices of coarse aggregate, watering and
compacting to the required density Grading 2 as per MoRTH Specification
Clause 404. Using Crusher Broken aggregate By Mechanical Means
309.375
894
276581.25
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WBM Grading 3 : Providing, laying, spreading and compacting stone aggregates of specific
sizes to water bound macadam specification including spreading in uniform
thickness, hand packing, rolling with three wheel 80-100 kN static roller in
stages to proper grade and camber, applying and brooming, crushable
screening to fill-up the interstices of coarse aggregate, watering and
compacting to the required density Grading 3 as per MoRTH Specification
Clause 404. Using Crusher Broken aggregate
309.375
960
297000
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Prime Coat : Low porosity : Providing and applying primer coat with bitumen emulsion (SS-1) on
prepared surface of granular base(WBM/WMM) including cleaning of road
surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical
means as per MoRTH Specification Clause 502
4125
26
108075
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Tack Coat : Providing and applying tack coat with Bitumen VG-10 using Bitumen
distributor at the rate of 0.35 to 0.45 kg per sqm on the prepared granular
surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH
Specification Clause 503
4125
15
64762.5
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration
grade/modified bitumen) Binder : Providing, laying and rolling of open-graded premix carpet of 20 mm thickness
composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen
or emulsion to required line, grade and level to serve as wearing course on a
previously prepared base, including mixing in a suitable plant, laying and rolling with
a three wheel 80-100 kN static roller capacity, finished to required level and grades
to be followed by seal coat of either Type A or Type B or Type C as per MoRTH
Specification Clause 510 Case - II By Mechanical Means : Bitumen (S-65)
4125
105
433125
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Seal Coat : Providing and laying seal coat sealing the voids in a bituminous surface laid to the
specified levels, grade and cross fall using Type A, Type B and Type C as per
MoRTH Specification Clause 511 By Mechanical Means : Type B : Bitumen (S-65)
4125
39
160875
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Providing and Erecting typical Citizen's information Board as per approved drawing
& specification made of two MS sheet of 1.6 mm thick each of size 900mm x
750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates
fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with
angle holdfasts and horizontal member 900mm) to be joined by embedded in
cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below
ground level as per enclosed drawings & as directed by Engineering incharge. All
MS will be stove anmeled on both side lettering. Figuring and border will be with
ready mixed synthethic enamel paint of superior quality in required shade and
colour etc complete in all respect. All sections of framed post and steel tube will be
painted with primer and two coat of epoxy paint as per drawing and as per
Specification
1
7656
7656
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Supplying & Fixing Direction and place identification sign board made out of 2 mm
thick M.S. sheet framed to angle iron 40x40x5 mm and two vertical posts of angle
iron of size 65x65x6 mm 3 meter long with hold fasts, stove enameled paint
reflective letter symbol complete of size. : 120 x 75 cm.
2
4891
9782
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Construction of Foundation/Inaugration Pedastal in 23 cm thick Brick masonry in
CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation
including providing and fixing of Granite stone of size 0.75m 0.60m with engraving
letters and figures, cement plaster, white washing etc. complete as per direction
engineer in-charge
2
14123
28246
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