Public Works Department Tender
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Costs
EMD
₹ 1,90,000Document Cost
₹ 1,000Tender Fee
₹ 1,500
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_CEPWD_427607_2Bid Award Id
ViewTender No
NIT_03_2024_25_PWD_Circle_DPRTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
iagqp lMd cksMkeyh ls iksiVyh
0.78
17206
13420.68
Construction of sub-grade and earthen shoulders with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 tonne to meet requirement of Table 300-2 as per MoRTH specification : Clause No. 305.
-
-
-
cksMkeyh ls xMk iV~Vk ihB
1050
54
56700
iagqp lMd cFkMh
810
54
43740
iagqp lMd cksMkeyh ls iksiVyh
780
54
42120
Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). By mechanical means with all lead and Lift
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-
-
cksMkeyh ls xMk iV~Vk ihB
172.27
1056
181912.5
iagqp lMd cFkMh
189.84
1056
200475
iagqp lMd cksMkeyh ls iksiVyh
182.81
1056
193050
Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @6 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112
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-
-
cksMkeyh ls xMk iV~Vk ihB
2296.88
25
58019.06
iagqp lMd cFkMh
2531.25
25
63939.38
iagqp lMd cksMkeyh ls iksiVyh
2437.5
25
61571.25
(a) Add extra to above item per kg extra in emulsion per 10 sqm
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-
-
cksMkeyh ls xMk iV~Vk ihB
2296.88
3
8820
iagqp lMd cFkMh
2531.25
3
9720
iagqp lMd cksMkeyh ls iksiVyh
2437.5
3
9360
Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.2 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112.
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-
-
cksMkeyh ls xMk iV~Vk ihB
13387.5
7
105895.13
iagqp lMd cFkMh
10327.5
7
81690.53
iagqp lMd cksMkeyh ls iksiVyh
9945
7
78664.95
(a) Add extra for above item per 0.1 kg extra in emulsion per sqm
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-
-
cksMkeyh ls xMk iV~Vk ihB
13387.5
1
24967.69
iagqp lMd cFkMh
10327.5
1
19260.79
iagqp lMd cksMkeyh ls iksiVyh
9945
1
18547.43
Providing and laying Bituminous Macadam on prepared surface with specified graded crushed aggregates as per Table 500-7, Grading-2, for base/binding course including loading of aggregates with F.E. loader and heating & mixing of stone aggregate and bitumen (including cost of anti-stripping compound, wherever required) in hot mix plant (40-60 TPH), transporting the mixed Material in tipper to paver (sensor as per clause 504.3.5), and laying mixed Material with paver finisher to the required level and grade, rolling by power roller and vibratory compactor as per Cl. 501.6 & 501.7 to achieve the desired density (approved by the department) excluding cost of primer/tack coat. [MoRTH Specification : Clause 504, 112]. 50/75mm compacted thickness with 3.3% bitumen VG30 grade with lead of mix Material 1 km
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-
cksMkeyh ls xMk iV~Vk ihB
295.31
5075
1498710.94
iagqp lMd cFkMh
217.69
5075
1104764.06
iagqp lMd cksMkeyh ls iksiVyh
204.75
5075
1039106.25
Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 kg/10 sqm and aggregates in Hot Mix Plant (including cost of anti-stripping compound, wherever required), transporting the mixed Material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne, but excluding cost of tack coat and seal coat with lead for mix of Material 1 km (MoRTH specification : clause 510, 112)
In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E. loader bitumen VG30 grade
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-
cksMkeyh ls xMk iV~Vk ihB
13387.5
94
1258425
iagqp lMd cFkMh
10327.5
94
970785
iagqp lMd cksMkeyh ls iksiVyh
9945
94
934830
Providing and applying Premixed Seal Coat type “B” comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with (6.8 kg per 10 sqm) bitumen binder (including cost of anti-stripping compound, wherever required) in mini hot mix plant 6-10 TPH, and laying with paver finisher and rolling with power roller 8-10 tonne, including all lead of mix Material (MoRTH specification : clause 511).
Bitumen VG30 grade
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-
-
cksMkeyh ls xMk iV~Vk ihB
13387.5
31
415012.5
iagqp lMd cFkMh
10327.5
31
320152.5
iagqp lMd cksMkeyh ls iksiVyh
9945
31
308295
Kilometre Stone
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
Ordinary kilometer stone (precast)
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-
-
cksMkeyh ls xMk iV~Vk ihB
4
1501
6004
iagqp lMd cFkMh
3
1501
4503
iagqp lMd cksMkeyh ls iksiVyh
3
1501
4503
Hectometer stone (precast)
-
-
-
cksMkeyh ls xMk iV~Vk ihB
14
410
5740
iagqp lMd cFkMh
11
410
4510
iagqp lMd cksMkeyh ls iksiVyh
10
410
4100
Boundary pillar
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting
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-
-
cksMkeyh ls xMk iV~Vk ihB
10
375
3750
iagqp lMd cFkMh
15
375
5625
iagqp lMd cksMkeyh ls iksiVyh
26
375
9750
Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 60 cm equilateral triangle
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-
-
cksMkeyh ls xMk iV~Vk ihB
14
1651
23114
iagqp lMd cFkMh
11
1651
18161
iagqp lMd cksMkeyh ls iksiVyh
10
1651
16510
Direction and Place Identification Signs with size more than 0.9 sqm size Board. Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
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-
cksMkeyh ls xMk iV~Vk ihB
2.5
5775
14437.5
iagqp lMd cFkMh
2.5
5775
14437.5
iagqp lMd cksMkeyh ls iksiVyh
2.5
5775
14437.5
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
80 mm x 60 mm rectangular
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-
cksMkeyh ls xMk iV~Vk ihB
2
2185
4370
iagqp lMd cFkMh
2
2185
4370
iagqp lMd cksMkeyh ls iksiVyh
2
2185
4370
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
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-
cksMkeyh ls xMk iV~Vk ihB
175
408
71400
iagqp lMd cFkMh
135
408
55080
iagqp lMd cksMkeyh ls iksiVyh
130
408
53040
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