Public Works Department Tender
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Costs
EMD
₹ 3,11,000Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_430467_5Tender No
NIT 02/2024-25 SE PWD CIRCLE BANSWARATender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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.
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-
-
Raiyana Arthuna Road Km. 5/0 to Nawadhara via Thali Talai Km. 2/800
13.5
132
1782
Construction of embankment with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with lead upto 1 km as per MoRTH Specification : Clause No. 305.
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-
-
Raiyana Arthuna Road Km. 5/0 to Nawadhara via Thali Talai Km. 2/800
43.2
110
4752
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.
Grading-III
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-
-
Raiyana Arthuna Road Km. 5/0 to Nawadhara via Thali Talai Km. 2/800
10.8
280
3024
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 lead upto 1 km
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-
-
A/R Patel Pada
30.94
1320
40840.8
Raiyana Arthuna Road Km. 5/0 to Nawadhara via Thali Talai Km. 2/800
10.8
1320
14256
Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock pilling at designated locations and disposal of dismantled Materials upto a lead of 1000 mtrs. stacking serviceable and unserviceable Materials separately. (MoRTH specification : Clause 202)
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-
-
A/R Patiya Dungra Km. 2/700
11.25
920
10350
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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-
-
A/R Patel Pada
206.25
26
5362.5
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 Patel Pada
206.25
9
2041.88
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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-
-
A/R Patel Pada
206.25
110
22687.5
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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-
-
A/R Patel Pada
206.25
42
8662.5
Providing and Laying cement concrete 1:4:8 in sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trail length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing as per MoRTH specification : Clause No. 601, 112.
-
-
-
Mundri Char Rasta to Falwa (Jher, Salakeshwar)
15
2756
41340
Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade
-
-
-
Mundri Char Rasta to Falwa (Jher, Salakeshwar)
30
6024
180720
Raiyana Arthuna Road Km. 5/0 to Nawadhara via Thali Talai Km. 2/800
10.8
6024
65059.2
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 Sakariya Km. 1/200
1.62
3829
6202.98
Supply of flood gauge (water gauge) as per IRC 67 standard 200cm long fixed on angle iron posts 50×50×6mm 2.6m long
-
-
-
A/R Sakariya Km. 1/200
2
1450
2900
Fixing of flood gauge (water gauge) in cement concrete M-15 mix size 30×30×60cm complete including transporting excavation etc. complete.
-
-
-
A/R Sakariya Km. 1/200
2
252
504
Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. BY MECHANICAL MEANS Depth upto 3m
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-
-
Peechawada Km. 1/0 to Kajaliya Km. 0/500
202.62
71
14477.2
A/R Patel Pada
202.85
71
14493.63
A/R Timrufala
208
71
14861.6
A/R Kahawara
589.14
71
42094.05
Mundri Char Rasta to Falwa (Jher, Salakeshwar)
273.5
71
19541.58
A/R Juni Timbi
288
71
20577.6
A/R Lalpura Km. 2/625
638.99
71
45655.84
A/R Sakariya Km. 1/200
122.4
71
8745.48
Raiyana Arthuna Road Km. 5/0 to Nawadhara via Thali Talai Km. 2/800
145.2
71
10374.54
A/R Patiya Dungra Km. 2/700
135
71
9645.75
Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. In Ordinary/Soft rock (not requiring blasting) [MoRTH Specification : Clause 301] BY MECHANICAL MEANS
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-
-
A/R Kahawara
103.97
106
11020.82
Mundri Char Rasta to Falwa (Jher, Salakeshwar)
120
106
12720
Plain Cement Concrete 1:3:6 with 40mm nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing for 14 days. (MoRTH specification clause : 2100)
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-
-
Peechawada Km. 1/0 to Kajaliya Km. 0/500
35.34
3671
129733.14
A/R Patel Pada
14.66
3671
53816.86
A/R Timrufala
13
3671
47723
A/R Kahawara
45.73
3671
167874.83
Mundri Char Rasta to Falwa (Jher, Salakeshwar)
8.5
3671
31203.5
A/R Juni Timbi
18
3671
66078
A/R Lalpura Km. 2/625
42.91
3671
157522.61
A/R Sakariya Km. 1/200
21.35
3671
78375.85
Raiyana Arthuna Road Km. 5/0 to Nawadhara via Thali Talai Km. 2/800
9.68
3671
35535.28
A/R Patiya Dungra Km. 2/700
95.66
3671
351167.86
Stone masonry work in cement mortar 1:4 with mechanical mixer for foundation (any level) complete, including all scaffolding etc., excluding pointing and plastering, as per drawing and technical specification. [MoRTH specification : Section 1000, 1400] Random Rubble Masonry (coursed/uncoursed)
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-
-
Peechawada Km. 1/0 to Kajaliya Km. 0/500
216.27
2910
629345.7
A/R Patel Pada
206.8
2910
601788
Mundri Char Rasta to Falwa (Jher, Salakeshwar)
117
2910
340470
Stone masonry work in cement mortar 1:6 with mechanical mixer for foundation (any level) complete, including all scaffolding etc., excluding pointing and plastering, as per drawing and technical specification. [MoRTH specification : Section 1000, 1400] Random Rubble Masonry (coursed/ uncoursed)
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-
-
A/R Kahawara
414.8
2730
1132404
A/R Lalpura Km. 2/625
828.38
2730
2261477.4
A/R Sakariya Km. 1/200
126.21
2730
344553.3
Raiyana Arthuna Road Km. 5/0 to Nawadhara via Thali Talai Km. 2/800
190.08
2730
518918.4
A/R Patiya Dungra Km. 2/700
161.84
2730
441823.2
Reinforced cement concrete wearing coat M-30 grade at any level including formwork and reinforcement complete as per drawing and technical Specification. [MoRTH Specification : Clause 2204, 1500 & 1700].
-
-
-
Peechawada Km. 1/0 to Kajaliya Km. 0/500
27.3
10300
281190
Mundri Char Rasta to Falwa (Jher, Salakeshwar)
5.63
10300
57989
Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 500mm dia
-
-
-
A/R Lalpura Km. 2/625
15
2548
38220
Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 1000mm dia
-
-
-
Peechawada Km. 1/0 to Kajaliya Km. 0/500
15
6314
94710
A/R Patel Pada
7.5
6314
47355
A/R Kahawara
60
6314
378840
A/R Sakariya Km. 1/200
22.5
6314
142065
A/R Patiya Dungra Km. 2/700
22.5
6314
142065
Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate P.C.C. M-10 grade
-
-
-
Mundri Char Rasta to Falwa (Jher, Salakeshwar)
1.2
3206
3847.2
Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. P.C.C. M-20 grade
-
-
-
Peechawada Km. 1/0 to Kajaliya Km. 0/500
3.83
4950
18958.5
A/R Patel Pada
3.27
4950
16186.5
A/R Timrufala
227.5
4950
1126125
Mundri Char Rasta to Falwa (Jher, Salakeshwar)
13.88
4950
68706
A/R Juni Timbi
280
4950
1386000
A/R Lalpura Km. 2/625
7.85
4950
38857.5
Raiyana Arthuna Road Km. 5/0 to Nawadhara via Thali Talai Km. 2/800
3.3
4950
16335
Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechanical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause 304]. Gravelly Material
-
-
-
Peechawada Km. 1/0 to Kajaliya Km. 0/500
41
406
16646
A/R Patel Pada
75
406
30450
A/R Timrufala
35.75
406
14514.5
A/R Kahawara
267.75
406
108706.5
Mundri Char Rasta to Falwa (Jher, Salakeshwar)
68.88
406
27965.28
A/R Juni Timbi
175.5
406
71253
A/R Sakariya Km. 1/200
78.78
406
31984.68
A/R Patiya Dungra Km. 2/700
135.05
406
54830.3
Plastering 12mm thick with cement mortar (1:3) on Masonry work in sub structure as per technical specifications.
-
-
-
Peechawada Km. 1/0 to Kajaliya Km. 0/500
132.95
118
15688.1
A/R Patel Pada
109.3
118
12897.4
A/R Kahawara
250.5
118
29559
A/R Patiya Dungra Km. 2/700
52.87
118
6238.66
Plastering 20mm thick with cement mortar (1:3) on Masonry work in sub structure as per technical specifications.
-
-
-
A/R Sakariya Km. 1/200
36.87
168
6194.16
Providing A.C. pipe Weep holes 150mm dia in Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205].
-
-
-
Peechawada Km. 1/0 to Kajaliya Km. 0/500
66
116
7656
A/R Patel Pada
55
116
6380
A/R Timrufala
46
116
5336
Mundri Char Rasta to Falwa (Jher, Salakeshwar)
65.1
116
7551.6
A/R Juni Timbi
80
116
9280
A/R Lalpura Km. 2/625
102
116
11832
Raiyana Arthuna Road Km. 5/0 to Nawadhara via Thali Talai Km. 2/800
60
116
6960
Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. PCC M-25 grade Upto 5 mtr. Height
-
-
-
A/R Kahawara
105.99
5343
566304.57
A/R Sakariya Km. 1/200
30.39
5343
162373.77
A/R Patiya Dungra Km. 2/700
62.27
5343
332708.61
Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600].
TMT Bar
-
-
-
Mundri Char Rasta to Falwa (Jher, Salakeshwar)
2.86
83275
238166.5
Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate
R.C.C. M-25 grade
-
-
-
Mundri Char Rasta to Falwa (Jher, Salakeshwar)
39
4996
194844
Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification.
Design mix concrete – [MoRTH Specification : Section 1500 & 1700].
RCC M-25 grade, including form work
Upto 5 mtr. height
-
-
-
Mundri Char Rasta to Falwa (Jher, Salakeshwar)
36.45
5623
204958.35
Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600]. TMT Bars
-
-
-
A/R Kahawara
1.59
83275
132407.25
Mundri Char Rasta to Falwa (Jher, Salakeshwar)
3
83275
249825
A/R Sakariya Km. 1/200
0.61
83275
50797.75
A/R Patiya Dungra Km. 2/700
2.34
83275
194863.5
Filter medium behind abutment, wing wall and return wall, complete as per drawing and technical specification. (Same as R7.20.3) [MoRTH Specification : Clause 2504].
-
-
-
Mundri Char Rasta to Falwa (Jher, Salakeshwar)
12.87
536
6898.32
Structural RCC/PSC upto a height of 5 mtr. for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. As per drawing and technical specification.
Design mix concrete. [MoRTH Specification : 1500 & 1700].
RCC M-30 grade Solid slab superstructure
-
-
-
Mundri Char Rasta to Falwa (Jher, Salakeshwar)
50.27
6069
305104.21
Providing and laying TMT bar reinforcement at any level in superstructure complete as per drawing and technical Specification. [MoRTH Specification : Section 1600]
-
-
-
Mundri Char Rasta to Falwa (Jher, Salakeshwar)
3.9
84330
328887
Providing and Laying PCC M-15 grade leveling course below approach slab complete as per drawing and technical specifications. [MoRTH specification : 2700]
-
-
-
Mundri Char Rasta to Falwa (Jher, Salakeshwar)
4.5
3644
16398
Reinforced cement concrete M-30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications. [MoRTH specification : 1500, 1600, 1700, 2704]
-
-
-
Mundri Char Rasta to Falwa (Jher, Salakeshwar)
9
9150
82350
Plastering 12mm thick with cement mortar (1:3) on Masonry work in sub structure as per technical specifications.
-
-
-
Mundri Char Rasta to Falwa (Jher, Salakeshwar)
65.5
118
7729
A/R Lalpura Km. 2/625
307.3
118
36261.4
Raiyana Arthuna Road Km. 5/0 to Nawadhara via Thali Talai Km. 2/800
114.4
118
13499.2
Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
-
-
-
A/R Patiya Dungra Km. 2/700
120
86
10320
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