Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Oct 2024
Closing Date21 Oct 2024
Tender Amount₹ 78,52,731
Costs
EMD
₹ 1,57,055Document Cost
₹ 5,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_CEPW_128465_2Bid Award Id
ViewTender No
05 dated 04.10.2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwdpunjab.gov.in/
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Documents
BOQ Items
Sand filling from any lead includiing compation & preparation of sub grade to give level, camber, watering, rooling with road roller, compacting the bed to achieve minimum dry density complete in all respects
2024.69
1666157
822.92
Construction of granular sub-base by providing material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the
desired density, complete as per MORT&H technical specifications Clause 401
303.69
596447
1964
Relaying, Watering and compaction of old material complete in all respects (Labour Rate)
303.69
44469
146.43
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications
1012.34
2317064
2288.82
Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/sqm complete as per technical clause 502 of MORT&H specifications
4049.38
136950
33.82
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
4049.38
45393
11.21
Providing and laying dense graded bituminous macadam 50mm to 75mm thick with continuous HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5%, laying with a mechanical paver finisher 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
202.47
1908798
9427.56
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.
-
-
-
iii (b) Course expressed as percentage by weight of total mix.
-
-
-
iii (c) Crushed bajri expressed as percentage by weight of total mix.
-
-
-
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 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
4049.38
45393
11.21
Providing and laying bituminous concrete 30mm to 45mm thick with continuous hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, laying with a mechanical paver finisher 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
121.48
1303254
10728.14
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.
-
-
-
(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.
-
-
-
TECHNICAL NOTE : -
-
-
-
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.
-
-
-
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).
-
-
-
iii) The approved mix shall exhibit the following details, source and location of all material: -
-
-
-
iii (a) Binder expressed as percentage by weight of total mix.
-
-
-
iii (b) Course expressed as percentage by weight of total mix.
-
-
-
iii (c) Crushed bajri expressed as percentage by weight of total mix.
-
-
-
iii (d) Final aggregate expressed as percentage by weight of total mix
-
-
-
iii (e) A single definite percentage passing each sieve for mixed aggregates.
-
-
-
iii (f) Density of bituminous concrete after compaction will be not less than 2.35 gm/CC.
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-
-
Construction of embankment with earth obtained from roadway cutting or excavation as per CSR 24.5b
349.5
34607
99.02
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
58.28
37862
649.66
Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above on 1 to 14 i.e.
7774982
77749
0.01
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