Public Works Department Tender
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Costs
EMD
₹ 2,49,000Document Cost
₹ 10,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_CEPW_122369_1Bid Award Id
ViewTender No
Bid No 03 Dt.13-06-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwdpunjab.gov.in/
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Documents
BOQ Items
Compaction of earthwork & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer,rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers.
948.76
5996
6.32
Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50m complete as per Punjab PWD specifications
1640
130298
79.45
Relaying of recovered material obtained from dismentling of road crust using as Granular sub base
74.12
10854
146.44
Construction of granular sub-base by providing coarse graded material grading-II, 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 technical clause 401 of MORT&H specifications.
20.76
34962
1684.13
Water Bound Macadam Grading I (without screening for low volume Roads/undersigned Roads:- Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications
73.35
169055
2304.78
Water Bound Macadam Grading II (without screening for low volume Roads/undersigned Roads:- Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications
203.39
468763
2304.75
Making 50 mm x 50 mm furrows 45 degree to the center lineof the road and at one meter interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material with in1000 meters lead complete as per technical (Full surface area will be measured for payment)
1677.5
8840
5.27
Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications
2682.58
225256
83.97
Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the
prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications
6661.67
148222
22.25
Providing & laying and compaction of open-graded premix surfacing of 20mm thickness consisting of crushed stone aggregates of specified grading premixed in a continuous type Hot Mix Plant using with paver finisher Mechnical with bituminous binder VG-10 @ 1.46 kg per sqm, carriage of mixed material to site of work and laid with paver Mechnically and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT & H specifications.
6661.67
992655
149.01
Providing and laying of premix sand seal coat premixed in a continuous type Hot Mix Plant using with paver finisher Mechnical using specified fine aggregates and penetration grade bitumen VG-10 @ 0.68 kg per sqm. Carriage of mixed material to site of work, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT & H specifications.
6661.67
378516
56.82
Kassi work undressed in volving an average horizontal throw up to 2.0 metre sand an average vertical lift up to 0.5 metres including breaking of clods.
248.63
20168
81.12
Reinforced cement concrete M-15 grade ordinary kilometre stone of standard design as per IRC 8-1980 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications.
5
13815
2763.08
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
8
10974
1371.82
Credit of Bricks Bats
12.81
-6376
497.78
Credit of Bricks
5166
-12915
2.5
Videography
1
1000
1000
BUS STAND CHHAJLI TO RAILWAY STATION CHHAJLI
-
-
-
Dismantling brick edging
21.86
3155
144.33
Dismantling stone pitching
160.13
29521
184.36
Compaction of earthwork & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer,rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers.
1162.64
7347
6.32
Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50m complete as per Punjab PWD specifications
1400
111230
79.45
Relaying of recovered material obtained from dismentling of road crust using as Granular sub base
96.08
14069
146.44
Construction of granular sub-base by providing coarse graded material grading-II, 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 technical clause 401 of MORT&H specifications.
20.19
34002
1684.13
Water Bound Macadam Grading I (without screening for low volume Roads/undersigned Roads:- Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications
89.39
206024
2304.78
Water Bound Macadam Grading II (without screening for low volume Roads/undersigned Roads:- Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications
170.01
391830
2304.75
Making 50 mm x 50 mm furrows 45 degree to the center lineof the road and at one meter interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material with in1000 meters lead complete as per technical (Full surface area will be measured for payment)
1067.5
5625
5.27
Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications
2237.58
187889
83.97
Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the
prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications
4067.58
90503
22.25
Providing & laying and compaction of open-graded premix surfacing of 20mm thickness consisting of crushed stone aggregates of specified grading premixed in a continuous type Hot Mix Plant using with paver finisher Mechnical with bituminous binder VG-10 @ 1.46 kg per sqm, carriage of mixed material to site of work and laid with paver Mechnically and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT & H specifications.
4067.58
606110
149.01
Providing and laying of premix sand seal coat premixed in a continuous type Hot Mix Plant using with paver finisher Mechnical using specified fine aggregates and penetration grade bitumen VG-10 @ 0.68 kg per sqm. Carriage of mixed material to site of work, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT & H specifications.
4067.58
231119
56.82
Kassi work undressed in volving an average horizontal throw up to 2.0 metre sand an average vertical lift up to 0.5 metres including breaking of clods.
327.75
26587
81.12
Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material type B at locations to control speed and marked with 100mm wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to technical clause 803 to MORT&H specifications as per CSR 24.60 a
15.25
1646
107.94
Road markings with Thermoplast Compounds 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
13.2
8575
649.66
Reinforced cement concrete M-15 grade ordinary kilometre stone of standard design as per IRC 8-1980 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications.
1
2763
2763.08
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
10
13718
1371.82
Credit of Bricks Bats
10.92
-5435
497.78
Credit of Bricks
4410
-11025
2.5
Videography
1
1000
1000
Outer Phirni Village Ramgarh Jawandhe
-
-
-
Dismantling brick edging
53.08
7661
144.33
Dismantling stone pitching
526.13
96997
184.36
Compaction of earthwork & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer,rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers.
3621.42
22887
6.32
Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50m complete as per Punjab PWD specifications
3400
270130
79.45
Relaying of recovered material obtained from dismentling of road crust using as Granular sub base
315.68
46228
146.44
Construction of granular sub-base by providing coarse graded material grading-II, 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 technical clause 401 of MORT&H specifications.
46.47
78261
1684.13
Water Bound Macadam Grading I (without screening for low volume Roads/undersigned Roads:- Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications
273.8
631048
2304.78
Water Bound Macadam Grading II (without screening for low volume Roads/undersigned Roads:- Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications
400.17
922291
2304.75
Making 50 mm x 50 mm furrows 45 degree to the center lineof the road and at one meter interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material with in1000 meters lead complete as per technical (Full surface area will be measured for payment)
1677.5
8840
5.27
Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications
5306.35
445574
83.97
Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the
prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications
6983.85
155390
22.25
Providing & laying and compaction of open-graded premix surfacing of 20mm thickness consisting of crushed stone aggregates of specified grading premixed in a continuous type Hot Mix Plant using with paver finisher Mechnical with bituminous binder VG-10 @ 1.46 kg per sqm, carriage of mixed material to site of work and laid with paver Mechnically and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT & H specifications.
6983.85
1036054
148.35
Providing and laying of premix sand seal coat premixed in a continuous type Hot Mix Plant using with paver finisher Mechnical using specified fine aggregates and penetration grade bitumen VG-10 @ 0.68 kg per sqm. Carriage of mixed material to site of work, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT & H specifications.
6983.85
395565
56.64
Kassi work undressed in volving an average horizontal throw up to 2.0 metre sand an average vertical lift up to 0.5 metres including breaking of clods.
379.5
30785
81.12
Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material type B at locations to control speed and marked with 100mm wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to technical clause 803 to MORT&H specifications as per CSR 24.60 a
30.5
3286
107.76
Reinforced cement concrete M-15 grade ordinary kilometre stone of standard design as per IRC 8-1980 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications.
1
2763
2763.08
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
8
10974
1371.82
Credit of Bricks Bats
26.55
-13216
497.78
Credit of Bricks
10710
-26775
2.5
Videography
1
1000
1000
SUNAM CHAJLI ROAD RAM GARH JAWANDHAY
-
-
-
Dismantling brick edging
59.33
8563
144.33
Dismantling stone pitching
228.75
42172
184.36
Compaction of earthwork & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer,rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers.
1631.48
10310
6.32
Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50m complete as per Punjab PWD specifications
3800
301910
79.45
Relaying of recovered material obtained from dismentling of road crust using as Granular sub base
137.25
20098
146.44
Construction of granular sub-base by providing coarse graded material grading-II, 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 technical clause 401 of MORT&H specifications.
25.9
43618
1684.13
Water Bound Macadam Grading I (without screening for low volume Roads/undersigned Roads:- Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications
124.55
287060
2304.78
Water Bound Macadam Grading II (without screening for low volume Roads/undersigned Roads:- Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications
444.8
1025152
2304.75
Making 50 mm x 50 mm furrows 45 degree to the center lineof the road and at one meter interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material with in1000 meters lead complete as per technical (Full surface area will be measured for payment)
4270
22502
5.27
Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications
5901.48
495547
83.97
Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the
prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications
5901.48
131307
22.25
Providing & laying and compaction of open-graded premix surfacing of 20mm thickness consisting of crushed stone aggregates of specified grading premixed in a continuous type Hot Mix Plant using with paver finisher Mechnical with bituminous binder VG-10 @ 1.46 kg per sqm, carriage of mixed material to site of work and laid with paver Mechnically and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT & H specifications.
5901.48
879733
149.07
Providing and laying of premix sand seal coat premixed in a continuous type Hot Mix Plant using with paver finisher Mechnical using specified fine aggregates and penetration grade bitumen VG-10 @ 0.68 kg per sqm. Carriage of mixed material to site of work, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT & H specifications.
5901.48
335558
56.86
Kassi work undressed in volving an average horizontal throw up to 2.0 metre sand an average vertical lift up to 0.5 metres including breaking of clods.
322
26120
81.12
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
9
12346
1371.82
Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications
1
5498
5498.3
Credit of Bricks Bats
29.67
-14769
497.78
Credit of Bricks
11970
-29925
2.5
Videography
1
1000
1000
Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above
12312373.57
123124
0.01
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