Public Works Department Tender
... More
The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Special Repair Of Link Roads Programme Year 2024-25 (group No. 3) Mc Barnala Including 5 Year Maintenance (1 Year Defect Liability in Barnala, Punjab, with an estimated contract value of Rs. 1,86,01,382. The bid opening date for this tender is 22-05-2025 and the last date for bid submission is 06-06-2025. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 3,72,028Document Cost
₹ 10,000Tender Fee
₹ 5,900
Summary
Special Repair Of Link Roads Programme Year 2024-25 (group No. 3) Mc Barnala Including 5 Year Maintenance (1 Year Defect Liability
Description
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Contact
Tender Id
2025_CEPW_141011_1Tender No
Bid no. 10 dated. 21.05.2025 (MC Barnala G-3)Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwdpunjab.gov.in/
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Documents
BOQ Items
... More
Compaction of earth work & Prepration of Sub grade including loosing,leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level camber,watering,rolling with road roller, compacting the bed to achieve minimun dry density as given in Table 300-2 as per technical clause 305 of MORT&H specifications (in case of link roads earth work to be done by villagers.) as per CSR 24.4(c)
1605
6
-
... More
Providing and laying brick on end edging as per CSR 24.14
600
79
-
... More
Relaying of recovered material obtained from dismentling of road crust using as Granular sub base (Labour Rate ) CSR 24.7
82.35
146
-
... More
Construction of granular sub-base by providing material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORD technical specifications CSR-24.7
9.15
1739
-
... More
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 (without screening for low volume Roads/undersigned) 24.11(ii)
68.625
2196
-
... More
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 (without screening for low volume Roads/undersigned) 24.12(ii)
68.625
2196
-
... More
Credit of materials (From Raising) Bricks bats
4.684
531
-
... More
Bricks ( From Raising)
1890
2
-
... More
Making 50 mm x 50 mm furrows 45 degree to the center line of the road and at one metre interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead complete as per technical (Full surface area will be measured for payment) CSR 24.10
4270
5
-
... More
Dismantling brick edging as per CSR 8.5 (i)
43.717
144
-
... More
Providing and fixing brick on end edging as per CSR 24.15
2800
79
-
... More
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 (without screening for low volume Roads/undersigned) 24.12(ii)
323.6236
2196
-
... More
Credit of materials (from Strengthening)
Brick bats
21.859
531
-
... More
Bricks ( from Strengthening)
8820
2
-
... More
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 CSR 24.24
5229.98
93
-
... More
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 CSR 24.16(b)
8653.4164
26
-
... More
Providing, laying and compaction of open - grade surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-10 @ 1.46kg per sqm, laid with Paver Finisher Mechanical 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 CSR24.25(a)
8653.416
160
-
... More
Providing and laying of premix sand seal coat premixed in Continuous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-10 @ 0.68kg per sqm, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications CSR 24.28(c)
8653.42
63
-
... More
Kassi work undressed involving an average horizontal throw up to 2.0metres and an average vertical lift up to 0.5 metres including breaking of clods. 6.2 a
869.4
81
-
... More
ROAD STRUCTURES
-
-
-
... More
Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications 24.40
2
5498
-
... More
Reinforced cement concrete M-15 grade ordinary kilometre stone of standard design for village roads as per IRC 8-1980 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications as per CSR 24.37 (C )
2
2763
-
... More
Suppling & fixing of 250 mm Dia NP Type II RCC pipe for Boundary Piller including painting and lettering Comp. 24.37(c )
14
1371
-
... More
ROAD SAFETY MEASURES
-
-
-
... More
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 60x60x3.2mmmm 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 including 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted with defination plate Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 CSR 24.44 (b) (i)+24.49 (b)
3
3964
-
... More
Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 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 conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 CSR 24.51 b
4
3979
-
... More
Place Identification sign board 900x600mm rectangular 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 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 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 two square hollow steel section post 60x60x3.2mm conforming to IS 4923 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 including 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 as per CSR 24.47 b
2
6921
-
... More
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 approved 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 of MORT&H specifications as per CSR 24.62 a
30.5
112
-
... More
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 as per CSR 24.57
56
649
-
... More
Earth work in excavation in foundation Comp. as per CSR 6.6
20.25
35
-
... More
Plain Cement Concrete 1:3:6 with stone ballast per CSR 10.12 a (ii)
2.475
4881
-
... More
Brick Masonary work in cement mortar 1:4 in foundation as per CSR 11.7
9.5427
5707
-
... More
Plain/reinforced cement concrete (RCC Grade M-25) in sub structure complete as per drawingsand technical specification as per CSR 10.22
1.935
7193
-
... More
Supplying, fitting and placing TMT bar reinforcement (Fe 500) in substructure complete as per CSR 18.18
1.7415
7827
-
... More
Pointing with Cement Mortar (1:2) on brickwork as per technical specification CSR 15.59
5.34
135
-
... More
Cement concrete 1:3:6 with stone aggregate 40mm gauge using volumetric type mixer
0.4203
4881
-
... More
Centering and Shutting CSR 9.11
8.012
612
-
... More
Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.
29.74
35
-
... More
Cement Concrete 1:3:6 With Stone ballast using Concrete mixure Valumetric type comp. as per CSR10.12 a (ii)
3.7862
4881
-
... More
Supply of 450 mm dia P.C.C Hume pipes N.P type III with Coller
15
3274
-
... More
First class burnt brick work laid in cement sand mortar 1:4 in foundation and Plinth CSR 11.7
8.3868
5707
-
... More
Cement Pointing 1:2 deep Varity CSR 15.59
24.112
135
-
... More
Cement Concrete 1:2:4 with stone ballast or shingle. CSR 13.13a(ii)
0.1656
5664
-
... More
Maroo corners making from first class bricks and fixed in position with cement morter 1:4
8
204
-
... More
Videography of Road.
1
1000
-
... More
Add Extra Cost of Culture Cess @ 1.00 % on Total Cost as items mentioned above
4402048
-
-
... More
Special Repair of LR Dhaula to Kahneke
-
-
-
... More
Dismantling brick edging as per CSR 8.5 (i)
17.92
144
-
... More
Dismantling stone pitching or soling. (Stone pitching dry) As per CSR 8.2 (a)
262.605
184
-
... More
Compaction of earth work & Prepration of Sub grade including loosing,leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level camber,watering,rolling with road roller, compacting the bed to achieve minimun dry density as given in Table 300-2 as per technical clause 305 of MORT&H specifications (in case of link roads earth work to be done by villagers.) as per CSR 24.4(c)
3089.673
6
-
... More
Providing and laying brick on end edging as per CSR 24.14
1148
79
-
... More
Relaying of recovered material obtained from dismentling of road crust using as Granular sub base (Labour Rate ) CSR 24.7
157.56
146
-
... More
Construction of granular sub-base by providing material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORD technical specifications CSR-24.7
19.384
1716
-
... More
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 (without screening for low volume Roads/undersigned) 24.11(ii)
132.7105
2183
-
... More
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 (without screening for low volume Roads/undersigned) 24.12(ii)
132.7105
2183
-
... More
Credit of materials (From Raising) Bricks bats
8.9621
531
-
... More
Bricks ( From Raising)
3616.2
2
-
... More
Making 50 mm x 50 mm furrows 45 degree to the center line of the road and at one metre interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead complete as per technical (Full surface area will be measured for payment) CSR 24.10
3965
5
-
... More
Dismantling brick edging as per CSR 8.5 (i)
40.595
144
-
... More
Providing and fixing brick on end edging as per CSR 24.15
2600
79
-
... More
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 (without screening for low volume Roads/undersigned) 24.12(ii)
297.933
2183
-
... More
Credit of materials (from Strengthening)
Brick bats
20.297
531
-
... More
Bricks ( from Strengthening)
8190
2
-
... More
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 CSR 24.24
5741.91
93
-
... More
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 CSR 24.16(b)
9888.79
26
-
... More
Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-10 @ 1.34 kg per sqm and plastic waste confirming to IRC Norms @ 0.12 Kg per sqm laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tone 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 with the guidelines given in IRC-SP-98-2003.
9888.787
160
-
... More
Providing and laying of premix sand seal coat premixed in Continuous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-10 @ 0.68kg per sqm, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications CSR 24.28(c)
9888.787
63
-
... More
Kassi work undressed involving an average horizontal throw up to 2.0metres and an average vertical lift up to 0.5 metres including breaking of clods. 6.2 a
905.97
81
-
... More
ROAD STRUCTURES
-
-
-
... More
Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications 24.40
2
5498
-
... More
Reinforced cement concrete M-15 grade ordinary kilometre stone of standard design for village roads as per IRC 8-1980 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications as per CSR 24.37 (C )
3
2763
-
... More
Suppling & fixing of 250 mm Dia NP Type II RCC pipe for Boundary Piller including painting and lettering Comp. 24.37(c )
30
1371
-
... More
ROAD SAFETY MEASURES
-
-
-
... More
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 60x60x3.2mmmm 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 including 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted with defination plate Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 CSR 24.44 (b) (i)+24.49 (b)
6
3964
-
... More
Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 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 conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 CSR 24.51 b
8
3979
-
... More
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 approved 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 of MORT&H specifications as per CSR 24.62 a
30.5
112
-
... More
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 as per CSR 24.57
70
649
-
... More
Earth work in excavation in foundation Comp. as per CSR 6.6
14.87
35
-
... More
Plain Cement Concrete 1:3:6 with stone ballast per CSR 10.12 a (ii)
1.893
4863
-
... More
Supply of 450 mm dia P.C.C Hume pipes N.P type III with Coller
7.5
3274
-
... More
Brick Masonary work in cement mortar 1:4 in foundation as per CSR 11.7
4.1934
5703
-
... More
Pointing with Cement Mortar (1:2) on brickwork as per technical specification CSR 15.59
12.06
135
-
... More
P/L Plain cement concrete 1:2:4 with stone ballast using concrete mixer volumetric type CSR 10.12
0.0828
5647
-
... More
Maroo corners making from first class bricks and fixed in position with cement morter 1:4
4
204
-
... More
Videography of Road.
1
1000
-
... More
Add Extra Cost of Culture Cess @ 1.00 % on Total Cost as items mentioned above
4946490
-
-
... More
Special Repair of Link road Thikriwala to Wazid Ke Kalan
-
-
-
... More
Making 50 mm x 50 mm furrows 45 degree to the center line of the road and at one metre interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead complete as per technical (Full surface area will be measured for payment) CSR 24.10
6100
5
-
... More
Dismantling brick edging as per CSR 8.5 (i)
62.454
144
-
... More
Providing and fixing brick on end edging as per CSR 24.15
4000
79
-
... More
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 (without screening for low volume Roads/undersigned) 24.12(ii)
464.636
2183
-
... More
Credit of materials (from Strengthening)
Brick bats
31.23
531
-
... More
Bricks ( from Strengthening)
12600
2
-
... More
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 CSR 24.24
6195.1
93
-
... More
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 CSR 24.16(b)
12618.917
26
-
... More
Providing, laying and compaction of open - grade surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-10 @ 1.46kg per sqm, laid with Paver Finisher Mechanical 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 CSR24.25(a)
12618.917
163
-
... More
Providing and laying of premix sand seal coat premixed in Continuous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-10 @ 0.68kg per sqm, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications CSR 24.28(c)
12618.917
64
-
... More
Kassi work undressed involving an average horizontal throw up to 2.0metres and an average vertical lift up to 0.5 metres including breaking of clods. 6.2 a
1414.5
81
-
... More
ROAD STRUCTURES
-
-
-
... More
Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications 24.40
2
5498
-
... More
Reinforced cement concrete M-15 grade ordinary kilometre stone of standard design for village roads as per IRC 8-1980 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications as per CSR 24.37 (C )
4
2763
-
... More
Suppling & fixing of 250 mm Dia NP Type II RCC pipe for Boundary Piller including painting and lettering Comp. 24.37(c )
36
1371
-
... More
ROAD SAFETY MEASURES
-
-
-
... More
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 60x60x3.2mmmm 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 including 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted with defination plate Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 CSR 24.44 (b) (i)+24.49 (b)
2
3964
-
... More
Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 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 conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 CSR 24.51 b
8
3979
-
... More
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 approved 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 of MORT&H specifications as per CSR 24.62 a
30.5
113
-
... More
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 as per CSR 24.57
36
649
-
... More
Earth work in excavation in foundation Comp. as per CSR 6.6
29.74
35
-
... More
Plain Cement Concrete 1:3:6 with stone ballast per CSR 10.12 a (ii)
3.786
4863
-
... More
Supply of 450 mm dia P.C.C Hume pipes N.P type III with Coller
15
3274
-
... More
Brick Masonary work in cement mortar 1:4 in foundation as per CSR 11.7
8.3868
5703
-
... More
Pointing with Cement Mortar (1:2) on brickwork as per technical specification CSR 15.59
24.12
135
-
... More
P/L Plain cement concrete 1:2:4 with stone ballast using concrete mixer volumetric type CSR 10.12
0.1656
5647
-
... More
Maroo corners making from first class bricks and fixed in position with cement morter 1:4
8
204
-
... More
Videography of Road.
1
1000
-
... More
Add Extra Cost of Culture Cess @ 1.00 % on Total Cost as items mentioned above
5480297
-
-
... More
(S/R of L/R Khudi Khurd to Gurudwara Kaile Sahib Maintenance) Routine Maintenance of Construction work (For 2nd Year )
2.82
52664
-
... More
Routine Maintenance of Construction work (For 3rd Year)
2.82
67649
-
... More
Routine Maintenance of Construction work For 4th Year)
2.82
96127
-
... More
Routine Maintenance after completion of Construction work (For 5th Year)
2.82
116045
-
... More
Add 1% Culture Heritage Maintenance & Development Fund on Total Cost of Part-B
937612.92
-
-
... More
(S/R of L/R Dhaula to Kahneke Maintenance) Routine Maintenance of Construction work (For 2nd Year )
3.2
52606
-
... More
Routine Maintenance of Construction work (For 3rd Year)
3.2
72755
-
... More
Routine Maintenance of Construction work For 4th Year)
3.2
106385
-
... More
Routine Maintenance after completion of Construction work (For 5th Year)
3.2
131462
-
... More
Add 1% Culture Heritage Maintenance & Development Fund on Total Cost of Part-B
1162270.91
-
-
... More
(S/R of L/R Thikriwala to Wazid Ke Kalan Maintenance) Routine Maintenance of Construction work (For 2nd Year )
4.1
52558
-
... More
Routine Maintenance of Construction work (For 3rd Year)
4.1
72709
-
... More
Routine Maintenance of Construction work For 4th Year)
4.1
106348
-
... More
Routine Maintenance after completion of Construction work (For 5th Year)
4.1
131430
-
... More
Add 1% Culture Heritage Maintenance & Development Fund on Total Cost of Part-B
1488490.7
-
-
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