Public Works Department Tender
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Public Works Department - PWD Tender
Opening Date12 May 2021
Closing Date25 May 2021
Tender Amount₹ 16,91,759
Costs
EMD
₹ 33,836Document Cost
₹ 3,000Tender Fee
₹ 1,692
Description
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Contact
Tender Id
7496Tender No
NO.F-3/PWD/WDVI/ASW/05/2021-2022 line 01Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.goa.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Centering & shuttering including Strutting, Propping & removal of formwork for :
Foundations, Footings, Bases for columns and mass concrete.
90
35460
394
Supplying and fixing of Precast RCC slabs(factory made,the factory should be ISO certified and registered under Dirctorate of Industries, Govt. of India) at site in concrete Grade of M-25 with 20 mm nominal size Granitic or basaltic aggregate, consolidated by means of mechanical platform, vibration etc. with lifting hooks of M.s. 10mm bars and PVC cups including cost of reincforcement, Certificate from manufacturer shall be produced indicating grade of concret and minimum content of steel in the product along with 5 year free replacement warranty in case of breakage complete and as directed by Engineer -in -charge.
To be procurred through GHRSSIDC & payment will be released on submission of invoices.
Size 900 x 400 x 100 mm with steel reinforcement not less than 5.0 kgs per unit -12 T capacity
65
52130
802
Supplying of laterite stone soling of size 150-200 mm size and murrum having P.I. Value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including spreading, watering and consolidation of binding material etc.(Measurements shall be considered on finished item) .
88
131560
1495
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform
thickness, hand packing, rolling with 3-wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density.as per MORTH Specification 404
By Manual Means
Grade - II
33
117810
3570
Grade - III
33
115929
3513
Providing and laying 50mm(consolidated thickness)full grout using granitic or basaltic stone of specified grading at 6.00 cu.m. per 100 sq.m. grouting with hot bitumen straight run bitumen(or with such bituminous material of grade and type as specified by the Engineer-in-Charge)at 5.0kg. per sq. m. binding with key aggregate of granitic or basaltic stone of specified grading at 1.5 cu.m. per 100 sq.m. including Providing and laying seal coat sealing the voids in a bituminious surface laid with F.E loader with 1 Cu.m. bucket capacity to the specified levels, grade and cross fall using Type A seal coat with 0.98 kg/sqm of bitumen of grade as per MoRT&H specifications clause 513.
720
303840
422
Providing and applying tack coat with bitumen grade of 80/100 or bitumen emulsion using pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRT&H specifications clause 503.
Bitumen 80/100 @ 0.20 kg/sq.m
1937.5
21312
11
Bitumen 80/100 @ 0.375 kg/sq.m
440
7480
17
Providing and laying bituminous macadam with 40-60 TPH hot mix plant producing an average output of 50 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder to the specified percentage of total mix , transported to site, with all leads laid over a previously prepared surface with sensor paver finisher to the required grade, level and alignment and rolled with smoth wheeled roller and vibratory roller to achieve the desired compaction,using antistripping agent complete as per MoRT&H Specifications Clause 504 Grade-II (19mm nominal size)@3.3% of Bitumen-mix
a) Antistripping agent @ 0.5% of bitumen content
22
146190
6645
Providing and laying bituminious concrete with 40-60 TPH Drum Mix type hot mix plant producing an average output of 50 tonnes per hour using crushed aggregates of specified grading, premixed with bituminious binder to mix with filler, transporting the hotmix to work site, with all leads laying with a hydrostatic/hydraulic paver finisher with sensor control to the required grade, level and alignment, using antistripping agent rolling with smooth wheeled, vibratory or tandem rollers to achieve the desired compaction complete as per MoRT&H Specifications Clause 509
Grade-II (13mm nominal size) @ 6.0% Bitumen of grade 60/70
a) Antistriping agent @ 0.5% of bitumen content
58.13
582586
10023
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