Public Works Department Tender
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Costs
EMD
₹ 3,12,000Document Cost
₹ 10,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_CEPW_122375_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
1958.67
12378
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
2010
159694
79.45
Relaying of recovered material obtained from dismentling of road crust using as Granular sub base
171.56
25123
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.
24.3
42456
1747.17
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
146.9
347894
2368.24
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
236.35
559724
2368.2
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)
1159
6107
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
3151.31
266317
84.51
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
4149.61
92370
22.26
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.
4149.61
634599
152.93
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.
4149.61
240303
57.91
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.
239.78
19450
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
137.25
14958
108.99
Credit of Bricks
15.69
-7810
497.78
Credit of Brick Bat
6331
-15827
2.5
Videography
1
1000
1000
Internal roads village Jhaloor, Bus Stand Jhaloor to Gate Baba Budha Di Samadh & Basti
-
-
-
Dismantling brick edging
14.68
2118
144.33
Dismantling stone pitching
89.21
16446
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
594.75
3758
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
940
74683
79.45
Relaying of recovered material obtained from dismentling of road crust using as Granular sub base
53.53
7838
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.
5.95
10395
1747.17
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
44.61
105647
2368.24
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
108.92
257944
2368.2
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
1452.27
122731
84.51
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
2344.21
52182
22.26
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.
2344.21
358500
152.93
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.
2344.21
135753
57.91
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.
108.22
8778
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
60
6539
108.99
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
7.33
-3648
497.78
Credit of Brick Bat
2961
-7402
2.5
Videography
1
1000
1000
Jhaloor Link Road
-
-
-
Dismantling brick edging
9.06
1307
144.33
Dismantling stone pitching
20.59
3795
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
137.25
867
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
580
46081
79.45
Relaying of recovered material obtained from dismentling of road crust using as Granular sub base
12.35
1808
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.
1.37
2393
1747.17
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
10.29
24369
2368.24
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
66.33
157082
2368.2
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)
747.25
3938
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
884.5
74749
84.51
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
1220
27157
22.26
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.
1220
186574
152.93
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.
1220
70650
57.91
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.
89.59
7267
81.12
Credit of Bricks
4.53
-2254
497.78
Credit of Brick Bat
1827
-4567
2.5
Videography
1
1000
1000
Kohrian Khushal Nagar to Ghorenab
-
-
-
Dismantling brick edging
2.18
314
144.33
Dismantling stone pitching
9.15
1686
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
61
385
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
140
11123
79.45
Relaying of recovered material obtained from dismentling of road crust using as Granular sub base
5.49
803
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.
0.61
1065
1747.17
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
4.58
10846
2368.24
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
16.02
37938
2368.2
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)
152.5
803
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
213.5
18042
84.51
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
366
8147
22.26
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.
366
55972
152.93
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.
366
21195
57.91
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.
34.5
2798
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
3324
108.99
Credit of Bricks
1.09
-542
497.78
Credit of Brick Bat
441
-1102
2.5
Videography
1
1000
1000
Phirni Village Bakhora Khurd
-
-
-
Dismantling brick edging
20.77
2997
144.33
Dismantling stone pitching
125.81
23194
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
857.52
5419
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
1330
105668
79.45
Relaying of recovered material obtained from dismentling of road crust using as Granular sub base
75.49
11054
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.
10.26
17925
1747.17
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
64.31
152301
2368.24
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
155.49
368231
2368.2
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)
1189.5
6268
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
2073.23
175208
84.51
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
5248.75
116837
22.26
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.
5248.75
802691
152.93
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.
5248.75
303955
57.91
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.
491.63
39881
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
6648
108.99
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
32
20789
649.66
Road Studs Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate ormethyl methecrylate conforming to ASTM D788.The supplier shall provide a 2 years warranty for satisfactory field performance as per clause804.7.3 of MORT&H 5th revision specifications
48
12324
256.75
Construction of 2' slab type culvert as per Standerd drawing & design complete in all respect as per PWD specifications.
1
103000
103000
Construction of U-Shaped Drain 13.5' as per Standerd drawing & design complete in all respect as per PWD specifications.
110
180950
1645
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
8134
4067.46
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
4
5487
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
10.38
-5166
497.78
Credit of Brick Bat
4190
-10475
2.5
Videography
1
1000
1000
Village Sekhubas to Dera baba Bhag Dass & Internal Roads
-
-
-
Dismantling brick edging
11.55
1667
144.33
Dismantling stone pitching
50.33
9278
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
335.5
2120
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
740
58793
79.45
Relaying of recovered material obtained from dismentling of road crust using as Granular sub base
30.2
4422
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.
3.36
5870
1747.17
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
25.16
59584
2368.24
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
86.04
203759
2368.2
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)
793
4179
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
1147.27
96955
84.51
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
1855.82
41310
22.26
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.
1855.82
283810
152.93
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.
1855.82
107470
57.91
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.
99.82
8097
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
45.75
4986
108.99
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
15
9744
649.66
Credit of Bricks
5.78
-2877
497.78
Credit of Brick Bat
2331
-5827
2.5
Videography
1
1000
1000
From Vill.Ramgarh Sandhuwala to Dera Baba Sidh
-
-
-
Dismantling brick edging
18.58
2681
144.33
Dismantling stone pitching
160.13
29521
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
1134.79
7171
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
1190
94545
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.
17.4
30400
1747.17
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
85.11
201560
2368.24
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
141.15
334271
2368.2
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)
747.25
3938
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
1882.04
159051
84.51
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
3474.7
77346
22.26
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.
3474.7
531385
152.93
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.
3474.7
201219
57.91
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.
79.58
6455
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
3324
108.99
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
62
40278
649.66
Credit of Bricks
9.29
-4624
497.78
Credit of Brick Bat
3748
-9370
2.5
Videography
1
1000
1000
Khandebad to Ghorenab
-
-
-
Dismantling brick edging
55.89
8066
144.33
Dismantling stone pitching
146.4
26990
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
1082.48
6841
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
3580
284431
79.45
Relaying of recovered material obtained from dismentling of road crust using as Granular sub base
87.84
12863
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.
20.41
35659
1747.17
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
83.38
197463
2368.24
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
419.64
993791
2368.2
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)
4483.5
23628
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
5565.98
470380
84.51
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
10018.98
223022
22.26
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.
10018.98
1532202
152.93
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.
10018.98
580199
57.91
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.
1010.85
82000
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
3324
108.99
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
10
6496
649.66
Road Studs Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate ormethyl methecrylate conforming to ASTM D788.The supplier shall provide a 2 years warranty for satisfactory field performance as per clause804.7.3 of MORT&H 5th revision specifications
24
6162
256.75
Construction of 2' slab type culvert as per Standerd drawing & design complete in all respect as per PWD specifications.
1
103000
103000
Construction of 1.5' HPC as per Standerd drawing & design complete in all respect as per PWD specifications.
1
59400
59400
Place Identification Board 600x900 mm
2
14265
7132.72
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
8134
4067.46
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.
3
8289
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
14
19205
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
27.95
-13912
497.78
Credit of Brick Bat
11277
-28192
2.5
Videography
1
1000
1000
Bhutal Khurd to Mandhir Shivji & Gurudwara Sahib
-
-
-
Dismantling brick edging
7.96
1148
144.33
Dismantling stone pitching
105.23
19400
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
720.27
4552
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
510
40519
79.45
Relaying of recovered material obtained from dismentling of road crust using as Granular sub base
63.14
9246
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.
8.89
15532
1747.17
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
54.02
127932
2368.24
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
59.74
141476
2368.2
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)
76.25
401
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
777.25
65685
84.51
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
2130.32
47420
22.26
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.
2130.32
325789
152.93
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.
2130.32
123366
57.91
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.
28.18
2285
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
6648
108.99
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
13642
649.66
Construction of 2' slab type culvert as per Standerd drawing & design complete in all respect as per PWD specifications.
1
103000
103000
Credit of Bricks
3.98
-1981
497.78
Credit of Brick Bat
1606
-4015
2.5
Videography
1
1000
1000
Gurudwara Lehal Kalan Link Road
-
-
-
Dismantling brick edging
1.09
157
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
70
5561
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
9.41
22284
2368.2
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)
106.75
562
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
125.52
10607
84.51
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
811.77
18070
22.26
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.
811.77
125645
154.78
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.
811.77
47464
58.47
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.
22.43
1819
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
1662
108.99
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
5
3248
649.66
Credit of Bricks
0.55
-273
497.78
Credit of Brick Bat
220
-550
2.5
Videography
1
1000
1000
Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above
15439239.18
154392
0.01
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