Public Works Department Tender
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Costs
EMD
₹ 3,37,000Document Cost
₹ 10,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_CEPW_122376_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
Compactionof earthwork & Preparation of sub grade including loosening, leveling of earth 225mmthicktoplayer,rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieveminimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&Hspecifications. (In case of link roads earth work to be done by villagers
331.21
2093
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 50mtr complete as per Punjab PWD specifications
1050
83422
79.45
Relaying of recovered material obtained from dismentling of road crust using as Granular sub base
27.45
4019
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.
5.67
9433
1663.82
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
24.84
56741
2284.28
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
122.62
280094
2284.25
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)
1296.25
6831
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
1634.89
137118
83.87
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
4715.13
105053
22.28
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.
4715.13
711843
150.97
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.
4715.13
270789
57.43
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.
191.48
15532
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
1654
108.5
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
28.2
18320
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
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
3
16494
5498.3
Credit of Bricks
8.2
-4081
497.78
Credit of Brick Bat
3307
-8267
2.5
Videography
1
1000
1000
Bhindran Anaj Mandi to Dera Saheed Baba Dabba Wala
-
-
-
Dismantling brick edging
10.15
1464
144.33
Dismantling stone pitching
22.88
4218
184.36
Compactionof earthwork & Preparation of sub grade including loosening, leveling of earth 225mmthicktoplayer,rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieveminimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&Hspecifications. (In case of link roads earth work to be done by villagers
266.42
1683
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 50mtr complete as per Punjab PWD specifications
650
51642
79.45
Relaying of recovered material obtained from dismentling of road crust using as Granular sub base
13.73
2010
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.
12.92
21496
1663.82
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
22.17
50642
2284.28
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
98.79
225661
2284.25
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)
838.75
4420
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
1288.02
108026
83.87
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
3804.27
84759
22.28
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.
3804.27
574330
150.97
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.
3804.27
218479
57.43
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
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
5
6859
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
2
10996
5498.3
Credit of Bricks
5.07
-2523
497.78
Credit of Brick Bat
2047.5
-5118
2.5
Videography
1
1000
1000
Khilrian to Gurdwara Sahib to Shamshan Ghat.
-
-
-
Dismantling brick edging
14.36
2072
144.33
Dismantling stone pitching
64.05
11808
184.36
Compactionof earthwork & Preparation of sub grade including loosening, leveling of earth 225mmthicktoplayer,rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieveminimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&Hspecifications. (In case of link roads earth work to be done by villagers
427
2698
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 50mtr complete as per Punjab PWD specifications
920
73094
79.45
Relaying of recovered material obtained from dismentling of road crust using as Granular sub base
38.43
5627
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.
4.27
7104
1663.82
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
32.03
73165
2284.28
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
105.79
241650
2284.25
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)
976
5143
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
1410.43
118292
83.87
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
2077.64
46289
22.28
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.
2077.64
313661
150.97
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.
2077.64
119318
57.43
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.
82.34
6679
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
1654
108.5
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
11.6
7536
649.66
Credit of Bricks
7.19
-3579
497.78
Credit of Brick Bat
2898
-7245
2.5
Akoi Sahib to Gurdwara Akoi Sahib.
-
-
-
Dismantling brick edging
13.27
1915
144.33
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 50mtr complete as per Punjab PWD specifications
850
67532
79.45
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
112.05
255950
2284.25
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)
1296.25
6831
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
1493.97
125299
83.87
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
2180.22
48575
22.28
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.
2180.22
329147
150.97
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.
2180.22
125210
57.43
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.
108.1
8769
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
3309
108.5
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
34.8
22608
649.66
Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTMD 495609 and IRC67 2012, fixedover4mmthickAluminium Composite Material (ACM)sheetinghavingskin thicknessof 0.4 to 0.5 mm on both sided and fixing the same with suitable sizealuminiumalloy rivets@200 mmc/c to back support frame of 25x25x3 mm angle iron supported on a square hollow steel section post 60x60x3.2 mm conforming to IS4923 firmly fixed to ground including foundation concreteM-25 of size 0.45x0.45x0.60 m forvertical post complete as per clause 801 of MORT&H specification
2
8141
4070.95
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
3
4115
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
2
10996
5498.3
Credit of Bricks
6.64
-3305
497.78
Credit of Brick Bat
2677.5
-6693
2.5
Videography
1
1000
1000
Khurani (Primary School) Phirni to Balwar road
-
-
-
Dismantling brick edging
8.59
1239
144.33
Dismantling stone pitching
22.88
4218
184.36
Compactionof earthwork & Preparation of sub grade including loosening, leveling of earth 225mmthicktoplayer,rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieveminimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&Hspecifications. (In case of link roads earth work to be done by villagers
152.5
963
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 50mtr complete as per Punjab PWD specifications
550
43697
79.45
Relaying of recovered material obtained from dismentling of road crust using as Granular sub base
13.73
2010
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.
1.53
2545
1663.82
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
11.44
26132
2284.28
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
78.3
178856
2284.25
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)
686.25
3616
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
1043.91
87552
83.87
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
2187.66
48741
22.28
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.
2187.66
330271
150.97
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.
2187.66
125637
57.43
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.
69
5597
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
3309
108.5
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
36.4
23647
649.66
Construction of 2' slab type culvert as per Standerd drawing & design complete in all respect as per PWD specifications.
1
101800
101800
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
7
9602
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
2
10996
5498.3
Credit of Bricks
4.29
-2135
497.78
Credit of Brick Bat
1732.5
-4331
2.5
Videography
1
1000
1000
Sangrur Barnala road to Samadh Baba Mangal Dass Badrukhan
-
-
-
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
1204.22
26830
22.28
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.
1204.22
181801
150.97
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.
1204.22
69158
57.43
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.
15.18
1231
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
61
6618
108.5
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
24
15591
649.66
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
2
2743
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
2
10996
5498.3
Videography
1
1000
1000
Bahadaurpur to Bhaini Mehraj
-
-
-
Dismantling brick edging
13.43
1938
144.33
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 50mtr complete as per Punjab PWD specifications
860
68327
79.45
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
104.94
239709
2284.25
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)
1311.5
6911
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
1399.21
117351
83.87
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
2558.06
56993
22.28
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.
2558.06
386190
150.97
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.
2558.06
146909
57.43
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.
258.75
20989
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
3309
108.5
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
21.6
14032
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.
2
5526
2763.08
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
6.71
-3340
497.78
Credit of Brick Bat
2709
-6772
2.5
Videography
1
1000
1000
Badrukhan Samadh Baba Mangal Das to Gurudwara Dalomal, Sant Atar Singh Marg, Gurudwara Maharaja Ranjit Singh
-
-
-
Dismantling brick edging
7.81
1127
144.33
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 50mtr complete as per Punjab PWD specifications
500
39725
79.45
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
63.77
145666
2284.25
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)
762.5
4018
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
850.21
71307
83.87
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
3335.43
74313
22.28
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.
3335.43
503549
150.97
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.
3335.43
191553
57.43
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.
345
27986
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
3309
108.5
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
34.8
22608
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
7
9602
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
2
10996
5498.3
Credit of Bricks
3.9
-1941
497.78
Credit of Brick Bat
1575
-3937
2.5
Videography
1
1000
1000
Nakte to Gurdwara Sahib Kular Khurd
-
-
-
Dismantling brick edging
37.47
5408
144.33
Dismantling stone pitching
137.25
25303
184.36
Compactionof earthwork & Preparation of sub grade including loosening, leveling of earth 225mmthicktoplayer,rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieveminimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&Hspecifications. (In case of link roads earth work to be done by villagers
1028.92
6502
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 50mtr complete as per Punjab PWD specifications
2400
190680
79.45
Relaying of recovered material obtained from dismentling of road crust using as Granular sub base
82.35
12059
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.
20.54
34174
1663.82
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
79.36
181280
2284.28
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
291.81
666566
2284.25
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)
2745
14466
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
3861.63
323874
83.87
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
8184.54
182351
22.28
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.
4372.04
660352
151.04
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 @ 1.34 kg per sqm and plastic waste confirming to IRC norms at @ 0.12 kg per sqm, 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. The Material Selection for Plastic waste and procedure for mixing plastic waste shall be strictly in accordance of guidelines given IRC SP2013.
3812.5
570998
149.77
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.
8184.54
470283
57.46
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.
270.48
21941
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
3309
108.5
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
38.2
24817
649.66
Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTMD 495609 and IRC67 2012, fixedover4mmthickAluminium Composite Material (ACM)sheetinghavingskin thicknessof 0.4 to 0.5 mm on both sided and fixing the same with suitable sizealuminiumalloy rivets@200 mmc/c to back support frame of 25x25x3 mm angle iron supported on a square hollow steel section post 60x60x3.2 mm conforming to IS4923 firmly fixed to ground including foundation concreteM-25 of size 0.45x0.45x0.60 m forvertical post complete as per clause 801 of MORT&H specification
1
4070
4070.95
Cautionary sign board 600x600x600mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 .
2
8112
4056.35
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.
2
5526
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
18
24692
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
4
21993
5498.3
Credit of Bricks
18.73
-9323
497.78
Credit of Brick Bat
7560
-18900
2.5
Videography
1
1000
1000
Chathe Sekhwan to Sant Attar Singh Marg Ubhewal road
-
-
-
Dismantling brick edging
43.72
6310
144.33
Dismantling stone pitching
114.38
21087
184.36
Compactionof earthwork & Preparation of sub grade including loosening, leveling of earth 225mmthicktoplayer,rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieveminimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&Hspecifications. (In case of link roads earth work to be done by villagers
777.37
4912
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 50mtr complete as per Punjab PWD specifications
2800
222460
79.45
Relaying of recovered material obtained from dismentling of road crust using as Granular sub base
68.63
10050
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.
9.11
15157
1663.82
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
58.3
133173
2284.28
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
331.87
758074
2284.25
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)
3507.5
18484
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
4425
371124
83.87
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
7538.75
167963
22.28
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.
7538.75
1138125
150.97
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.
7538.75
432950
57.43
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.
310.5
25187
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
3309
108.5
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
63
40928
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.
2
5526
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
Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications
2
10996
5498.3
Credit of Bricks
21.86
-10881
497.78
Credit of Brick Bat
8820
-22050
2.5
Videography
1
1000
1000
Sangrur Patran road to Gurudwara Shaheedan village Kheri via Dera Naraingir
-
-
-
Dismantling brick edging
19.82
2860
144.33
Dismantling stone pitching
68.63
12652
184.36
Compactionof earthwork & Preparation of sub grade including loosening, leveling of earth 225mmthicktoplayer,rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieveminimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&Hspecifications. (In case of link roads earth work to be done by villagers
464.93
2938
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 50mtr complete as per Punjab PWD specifications
1270
100901
79.45
Relaying of recovered material obtained from dismentling of road crust using as Granular sub base
41.18
6030
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.
5.32
8851
1663.82
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
34.87
79652
2284.28
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
145.81
333066
2284.25
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)
1479.25
7795
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
1944.18
163058
83.87
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
2294.93
51131
22.28
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.
2294.93
346465
150.97
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.
2294.93
131797
57.43
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.
172.62
14002
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
3
4115
1371.82
Credit of Bricks
9.91
-4933
497.78
Credit of Brick Bat
4000
-10000
2.5
Videography
1
1000
1000
Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above
16698939.67
166989
0.01
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