Public Works Department Tender
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Costs
EMD
₹ 3,28,600Document Cost
₹ 2,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_CEPWD_293686_3Bid Award Id
ViewTender No
NIT02/2022-2023 SE PWD CIRCLE DUNGARPURTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
A/R TO BADGAMA Ch.- 0/0 to 5/00
1
-
17206
Likhatiya Panchkundi to Piyola 0/0 to 3/0
0.6
-
17206
AR Vijola to Upela Km. 1/600 to 2/800
0.24
-
17206
Earth work in excavation, including stacking/disposal (MoRTH specification : clause 301 to 305). By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with disposal upto 1000 mtrs.
-
-
-
A/R TO BADGAMA Ch.- 0/0 to 5/00
6900
-
26
Construction of embankment with approved Materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted by vibratory roller 8-10 tonne to meet requirement of Tale 300-2 as per MoRTH specification : Clause No. 305
-
-
-
A/R TO BADGAMA Ch.- 0/0 to 5/00
5775
-
18
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.
-
-
-
A/R SALAKHARI (Km 1/00 to 3/100 )
945
-
49
A/R WAGWA Ch.- 1/0 to 4/120
930
-
49
A/R TO BADGAMA Ch.- 0/0 to 5/00
2250
-
49
Likhatiya Panchkundi to Piyola 0/0 to 3/0
900
-
49
AR Vijola to Upela Km. 1/600 to 2/800
360
-
49
Scarifying, including picking up scarified Material and stacking of old serviceable Material within a lead of 1000 meter [MoRTH Specification: Clause 202 & 305.4.3]. Top bituminous surface of surface dressing or SDBC or premix carpet with all lift and lead upto 1000m for reusable Materials.
-
-
-
A/R SALAKHARI (Km 1/00 to 3/100 )
787.5
-
7.9
Providing, laying and spreading of granular sub-base by providing coarse graded 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 MoRTH Specification : clause No. 401.
-
-
-
A/R TO BADGAMA Ch.- 0/0 to 5/00
562.5
-
361
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). with all lead & lift By mechanical means with all lead and Lift
-
-
-
A/R SALAKHARI (Km 1/00 to 3/100 )
602.44
-
1036
A/R WAGWA Ch.- 1/0 to 4/120
69.75
-
1036
A/R TO BADGAMA Ch.- 0/0 to 5/00
745.31
-
1036
Likhatiya Panchkundi to Piyola 0/0 to 3/0
112.5
-
1036
AR Vijola to Upela Km. 1/600 to 2/800
140.63
-
1036
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
-
-
-
A/R SALAKHARI (Km 1/00 to 3/100 )
8032.5
-
23
A/R WAGWA Ch.- 1/0 to 4/120
697.5
-
23
A/R TO BADGAMA Ch.- 0/0 to 5/00
6236.25
-
23
Likhatiya Panchkundi to Piyola 0/0 to 3/0
1500
-
23
AR Vijola to Upela Km. 1/600 to 2/800
1875
-
23
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.
-
-
-
A/R WAGWA Ch.- 1/0 to 4/120
11625
-
7.2
A/R TO BADGAMA Ch.- 0/0 to 5/00
19125
-
7.2
Likhatiya Panchkundi to Piyola 0/0 to 3/0
11475
-
7.2
AR Vijola to Upela Km. 1/600 to 2/800
2625
-
7.2
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
-
-
-
A/R SALAKHARI (Km 1/00 to 3/100 )
68
-
4615
A/R WAGWA Ch.- 1/0 to 4/120
356
-
4615
A/R TO BADGAMA Ch.- 0/0 to 5/00
573.75
-
4615
Likhatiya Panchkundi to Piyola 0/0 to 3/0
312
-
4615
AR Vijola to Upela Km. 1/600 to 2/800
99
-
4615
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
-
-
-
A/R SALAKHARI (Km 1/00 to 3/100 )
8032.5
-
86
A/R WAGWA Ch.- 1/0 to 4/120
11169
-
86
A/R TO BADGAMA Ch.- 0/0 to 5/00
19125
-
86
Likhatiya Panchkundi to Piyola 0/0 to 3/0
11475
-
86
AR Vijola to Upela Km. 1/600 to 2/800
4590
-
86
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
-
-
-
A/R SALAKHARI (Km 1/00 to 3/100 )
8032.5
-
29
A/R WAGWA Ch.- 1/0 to 4/120
11169
-
29
A/R TO BADGAMA Ch.- 0/0 to 5/00
19125
-
29
Likhatiya Panchkundi to Piyola 0/0 to 3/0
11475
-
29
AR Vijola to Upela Km. 1/600 to 2/800
4590
-
29
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)
-
-
-
A/R SALAKHARI (Km 1/00 to 3/100 )
3
-
1330
A/R WAGWA Ch.- 1/0 to 4/120
4
-
1330
A/R TO BADGAMA Ch.- 0/0 to 5/00
6
-
1330
Likhatiya Panchkundi to Piyola 0/0 to 3/0
4
-
1330
AR Vijola to Upela Km. 1/600 to 2/800
2
-
1330
Hectometer stone (precast)
-
-
-
A/R SALAKHARI (Km 1/00 to 3/100 )
8
-
373
A/R WAGWA Ch.- 1/0 to 4/120
12
-
373
A/R TO BADGAMA Ch.- 0/0 to 5/00
20
-
373
Likhatiya Panchkundi to Piyola 0/0 to 3/0
12
-
373
AR Vijola to Upela Km. 1/600 to 2/800
5
-
373
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
-
-
-
A/R SALAKHARI (Km 1/00 to 3/100 )
30
-
341
A/R WAGWA Ch.- 1/0 to 4/120
25
-
341
A/R TO BADGAMA Ch.- 0/0 to 5/00
80
-
341
Likhatiya Panchkundi to Piyola 0/0 to 3/0
24
-
341
AR Vijola to Upela Km. 1/600 to 2/800
10
-
341
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
90 cm equilateral triangle
-
-
-
A/R SALAKHARI (Km 1/00 to 3/100 )
4
-
1791
A/R WAGWA Ch.- 1/0 to 4/120
3
-
1791
A/R TO BADGAMA Ch.- 0/0 to 5/00
21
-
1791
Likhatiya Panchkundi to Piyola 0/0 to 3/0
3
-
1791
AR Vijola to Upela Km. 1/600 to 2/800
1
-
1791
Direction and Place Identification Signs upto 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 not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
-
-
-
A/R SALAKHARI (Km 1/00 to 3/100 )
2
-
2894
A/R WAGWA Ch.- 1/0 to 4/120
2
-
2894
A/R TO BADGAMA Ch.- 0/0 to 5/00
5
-
2894
Likhatiya Panchkundi to Piyola 0/0 to 3/0
3
-
2894
AR Vijola to Upela Km. 1/600 to 2/800
2
-
2894
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 cm x 60 cm rectangular
-
-
-
A/R SALAKHARI (Km 1/00 to 3/100 )
4
-
1986
A/R WAGWA Ch.- 1/0 to 4/120
3
-
1986
A/R TO BADGAMA Ch.- 0/0 to 5/00
10
-
1986
Likhatiya Panchkundi to Piyola 0/0 to 3/0
2
-
1986
AR Vijola to Upela Km. 1/600 to 2/800
1
-
1986
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.
-
-
-
A/R SALAKHARI (Km 1/00 to 3/100 )
68
-
408
A/R WAGWA Ch.- 1/0 to 4/120
50
-
408
A/R TO BADGAMA Ch.- 0/0 to 5/00
152
-
408
Likhatiya Panchkundi to Piyola 0/0 to 3/0
60
-
408
AR Vijola to Upela Km. 1/600 to 2/800
29
-
408
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