Public Works Department Tender
If you want to inquire about any e-tender the Punjab government has posted, Bidassist gives a one-stop solution i.e. being a registered bidder you will find every eprocurement Punjab tender on BidAssist.There is no need to enter all the details on the website of etender.up.nic.in as BidAssist helps you find the specific Punjab etender you're looking for. Read further to learn how to search and bid for etender Punjab.
Public Works Department - PWD Tender
Eprocure
Opening Date26 Feb 2019
Closing Date5 Mar 2019
Tender Amount₹ 18,66,155
Costs
EMD
₹ 43,054Document Cost
Refer DocumentsTender Fee
Refer Documents
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
2019_CEPW_29663_1Bid Award Id
ViewTender No
29 Dated 25/02/2019Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwdpunjab.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
Providing and applying tack coat with bitumen using emulsion R.S pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications
1265
-
6.96
... More
Providing & laying dense graded Bituminious Macadam 50mm to 75mm thick with Continuse type hot mix plant using with paver finisher mechnical crust aggregate of specified premix with bituminious binder VG-30 @ 3.4% carraige of mix material to site of work, laid over a previously prepared surface with paver finisher to the required grade level and alignment and rolled to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications
63.25
-
7870.23
... More
Providing and applying tack coat with bitumen using emulsion R.S pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications
1265
-
6.96
... More
TECHNICAL NOTE : -
-
-
-
... More
i.) A part from the confirmity with the grading and quantity requirement of invidual ingredients exhibited above the mix aggregate i.e. coarse and fine aggregate for dense bituminous macadam shall meet all requirements set forth clause 505 of MORT & H specifications.
-
-
-
... More
ii) The final grading for the aggregates required for dense bituminous macadam confirming to table 500.10 of MORT & H specifications shall be determined after getting the dense bituminous macadam designed from Punjab PWD B&R Research Laboratory Patiala after obtaining 60% of material. The design mix so finlaly approved shall be termed as the approved mix. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set fourth in table 500-6 (addendum to latest revision).
-
-
-
... More
iii) The approved mix shall exhibit the following details, source and location of all material: -
-
-
-
... More
iii (a) Binder expressed as percentage by weight of total mix.
-
-
-
... More
iii (b) Course expressed as percentage by weight of total mix.
-
-
-
... More
iii (c) Crushed bajri expressed as percentage by weight of total mix.
-
-
-
... More
iii (d) Fine aggregate expressed as percentage by weight of total mix
-
-
-
... More
iii (e) A single definite percentage passing each sieve for mixed aggregates.
-
-
-
... More
iii (f) Density of dense bituminous macadam after compaction will be not less than 2.30 gm/CC.
-
-
-
... More
Providing and laying bituminous concrete (Grade-II) 40mm thick with HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, carriage of mixed material to site of work, laying with paver finisher mechanical to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications
37.95
-
7852.64
... More
Notes :-
(i) Job mix formula for the bituminous concrete shall be provided by the agency ahd shall be got approved from Punjab PWD B&R Research Laboratory Patiala before adoption at site for execution
-
-
-
... More
(ii) The specification of this item for analytic purpose is kept with bitumen content @ 5.4% weight of mix variation as compared with job mix formula shall be paid / deducted accordingly. The limits of variation shall be worked out with the approved formula.
-
-
-
... More
TECHNICAL NOTE : -
-
-
-
... More
i.) A part from the confirmity with the grading and quantity requirement of invidual ingredients exhibited above the mix aggregate i.e. coarse and fine aggregate for bituminous concrete shall meet all requirements set forth clause 507 of MORT & H specifications.
-
-
-
... More
ii) The final grading for the aggregates required for bituminous concrete confirming to table 500.17 of MORT & H specifications shall be determined after getting the bituminous concrete designed from Punjab PWD B&R Research Laboratory Patiala after obtaining 60% of material. The design mix so finlaly approved shall be termed as the approved mix. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set fourth in table 500-6 (addendum to latest revision).
-
-
-
... More
iii) The approved mix shall exhibit the following details, source and location of all material: -
-
-
-
... More
iii (a) Binder expressed as percentage by weight of total mix.
-
-
-
... More
iii (b) Course expressed as percentage by weight of total mix.
-
-
-
... More
iii (c) Crushed bajri expressed as percentage by weight of total mix.
-
-
-
... More
iii (d) Fine aggregate expressed as percentage by weight of total mix
-
-
-
... More
iii (e) A single definite percentage passing each sieve for mixed aggregates.
-
-
-
... More
iii (f) Density of dense bituminous concrete after compaction will be not less than 2.35 gm/CC.
-
-
-
... More
Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications( On berms).
310.5
-
338.61
... More
Dry brick on edge paving sand grouted over 50mm thick earth and mud pluster
690
-
317.77
... More
Construction of 9" x 9"ide drain
230
-
942
... More
Add 1% Culture cess
2131362
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements