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₹ 63,91,685
Costs
EMD
₹ 1,27,834Document Cost
₹ 5,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_CEPW_128465_1Bid 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
1354.38
1114546
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
207.06
406665
1964
Relaying of recovered material obtained from dismantling of road crust as construction of granular sub-base by providing coarse graded matereal grading-II spreading in uniform layers with motor grader on prepared surface, mixing by mix by mix in place method with rotavator at OMC, and compacting with vibratory roller to achive the desired density, complete as per technical clause 404 o MORT&H specifications complete in all respects.
199.26
29165
146.37
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
635
1452708
2287.73
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
2540
85902
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
3774
42306
11.21
Providing and laying dense graded bituminous macadam 50mm to 75mm thick with continuous type 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
188.7
1778980
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.
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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 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
3774
42306
11.21
Providing and laying bituminous concrete 30mm to 45mm thick with continuous type 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
113.22
1214640
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.
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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: -
-
-
-
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.
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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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-
Construction of embankment with earth obtained from roadway cutting or excavation as per CSR 24.5b
210.15
20809
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
215.64
140025
649.35
Cement Concrete 1:4:8 with 40mm gauge stone aggregate using concrete mixer volumetric type complete in all respects.
25.31
105707
4176.52
Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M40 grade manufactured by block making machine equipped with rubber mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in Charge. CSR14.139 (A)
168.75
140266
831.21
Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above on 1 to 16 i.e.
6328401
63284
0.01
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