Public Works Department Tender
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Costs
EMD
₹ 15,76,316Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEPW_28714_1Tender No
Bid No.39 Dated 12.02.2019Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwdpunjab.gov.in/
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Documents
BOQ Items
Providing and applying tack coat with bitumen emulsion RS using emulsion 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
138273.89
1302540
9.42
Providing and laying Dense graded bituminous macadam (Grade-II) 50mm thick with contniuous type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.50%, 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 505 of MORT&H specifications
3281.85
23020307
7014.43
NOTES : -
(i) Job mix formula for the dense bituminous macadam shall be provided by the agency and shall be got approved from Punjab PWD, B&R Research Laboratory Patiala before adoption at site for execution.
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(ii) The specification of this item for analytic purpose is kept with bitumen content @ 4.50% 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.
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TECHNICAL NOTE : -
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i.) Apart 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 concrete shall meet all requirements set forth clause 505 of MORT & H specifications.
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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 finally 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).
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iii) The approved mix shall exhibit the following details, source and location of all material: -
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iii (a) Binder expressed as percentage by weight of total mix.
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iii (b) Course expressed as percentage by weight of total mix.
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iii (c) Crushed bajri expressed as percentage by weight of total mix.
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iii (d) Final aggregate expressed as percentage by weight of total mix
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iii (e) A single definite percentage passing each sieve for mixed aggregates.
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iii (f) Density of dense bituminous macadam after compaction will be not less than 2.30 gm/CC.
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Providing and laying bituminous concrete (Grade-II) 30mm thick with continuous hot mix plant 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
2179.11
16941185
7774.36
NOTES : -
(i) Job mix formula for the bituminous concrete shall be provided by the agency and shall be got approved from Punjab PWD, B&R Research Laboratory Patiala before adoption at site for execution.
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(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.
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TECHNICAL NOTE : -
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i.) Apart 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.
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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 finally 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).
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iii) The approved mix shall exhibit the following details, source and location of all material: -
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iii (a) Binder expressed as percentage by weight of total mix.
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-
iii (b) Course expressed as percentage by weight of total mix.
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-
-
iii (c) Crushed bajri expressed as percentage by weight of total mix.
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-
-
iii (d) Final aggregate expressed as percentage by weight of total mix
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iii (e) A single definite percentage passing each sieve for mixed aggregates.
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iii (f) Density of bituminous concrete after compaction will be not less than 2.35 gm/CC.
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Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications
4106.1
2491704
606.83
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
10705.5
2850660
266.28
Providing & fixing of Reinforced cement concrete M-15 grade ordinary kilometre stone of standard design for village roads as per IRC 8-1980 fixing in position including painting and printing etc.
complete as per technical clause 804 of MORT&H specifications
12
34035
2836.26
Providing & fixing of Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC 25-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specifications
120
123963
1033.03
Cost of Cultural Cess 1%
78035447.65
780354
0.01
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