Public Works Department Tender
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Costs
EMD
₹ 4,09,880Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_427607_7Tender 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
Daiyana to Khireshwar
0.38
17206
6452.25
Samaliya to Padwa
1.8
17206
30970.8
Gamdi Devki to Akhepur
0.29
17206
4989.74
Providing, laying and spreading of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. By Mix in Place Method Grading-III
-
-
-
Bodigama to Kariyana
433.76
412
178707.06
A/R Doli
92.95
412
38295.4
Daiyana to Khireshwar
151.88
412
62574.56
Samaliya to Padwa
371.79
412
153177.48
Gamdi Devki to Akhepur
92.95
412
38295.4
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
-
-
-
Bodigama to Kariyana
927.56
1056
979506
A/R Doli
191.25
1056
201960
Daiyana to Khireshwar
393.75
1056
415800
Samaliya to Padwa
870.19
1056
918918
Gamdi Devki to Akhepur
242.89
1056
256489.2
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.
-
-
-
Bodigama to Kariyana
2000
54
108000
A/R Doli
250
54
13500
Daiyana to Khireshwar
312.5
54
16875
Samaliya to Padwa
1500
54
81000
Gamdi Devki to Akhepur
237.5
54
12825
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
-
-
-
Bodigama to Kariyana
7841.25
25
198069.98
A/R Doli
1530
25
38647.8
Daiyana to Khireshwar
3000
25
75780
Samaliya to Padwa
7458.75
25
188408.03
Gamdi Devki to Akhepur
2103.75
25
53140.73
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.
-
-
-
Bodigama to Kariyana
26775
7
211790.25
A/R Doli
2677.5
7
21179.03
Daiyana to Khireshwar
4781.25
7
37819.69
Samaliya to Padwa
22950
7
181534.5
Gamdi Devki to Akhepur
3251.25
7
25717.39
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/ta
50/75mm compacted thickness with 3.3% bitumen VG30 grade with lead of mix Material 1 km
-
-
-
Bodigama to Kariyana
207
5075
1050525
Samaliya to Padwa
180
5075
913500
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
-
-
-
Bodigama to Kariyana
26775
94
2516850
A/R Doli
2677.5
94
251685
Daiyana to Khireshwar
4781.25
94
449437.5
Samaliya to Padwa
22950
94
2157300
Gamdi Devki to Akhepur
3251.25
94
305617.5
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
-
-
-
Bodigama to Kariyana
26775
31
830025
A/R Doli
2677.5
31
83002.5
Daiyana to Khireshwar
4781.25
31
148218.75
Samaliya to Padwa
22950
31
711450
Gamdi Devki to Akhepur
3251.25
31
100788.75
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
-
-
-
Bodigama to Kariyana
320
4847
1551040
A/R Doli
130
4847
630110
Samaliya to Padwa
75
4847
363525
Gamdi Devki to Akhepur
37.5
4847
181762.5
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.
-
-
-
Bodigama to Kariyana
40
2209
88360
A/R Doli
65
2209
143585
Samaliya to Padwa
37.5
2209
82837.5
Gamdi Devki to Akhepur
18.75
2209
41418.75
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)
-
-
-
Bodigama to Kariyana
9
1501
13509
A/R Doli
2
1501
3002
Daiyana to Khireshwar
3
1501
4503
Samaliya to Padwa
7
1501
10507
Gamdi Devki to Akhepur
2
1501
3002
Hectometer stone (precast)
-
-
-
Bodigama to Kariyana
32
410
13120
A/R Doli
4
410
1640
Daiyana to Khireshwar
5
410
2050
Samaliya to Padwa
24
410
9840
Gamdi Devki to Akhepur
4
410
1640
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
-
-
-
Bodigama to Kariyana
4.32
5775
24948
A/R Doli
4.32
5775
24948
Daiyana to Khireshwar
4.32
5775
24948
Samaliya to Padwa
4.32
5775
24948
Gamdi Devki to Akhepur
4.32
5775
24948
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
-
-
-
Bodigama to Kariyana
30
1970
59100
A/R Doli
4
1970
7880
Daiyana to Khireshwar
8
1970
15760
Samaliya to Padwa
26
1970
51220
Gamdi Devki to Akhepur
4
1970
7880
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
-
-
-
Bodigama to Kariyana
8
2185
17480
A/R Doli
4
2185
8740
Daiyana to Khireshwar
5
2185
10925
Samaliya to Padwa
7
2185
15295
Gamdi Devki to Akhepur
3
2185
6555
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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.
-
-
-
Bodigama to Kariyana
900
408
367200
A/R Doli
125
408
51000
Daiyana to Khireshwar
200
408
81600
Samaliya to Padwa
800
408
326400
Gamdi Devki to Akhepur
100
408
40800
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 soil [MoRTH Specification : clause 301].BY MECHANICAL MEANS.Depth upto 3m
-
-
-
Bodigama to Kariyana
230.93
57
13163.01
A/R Doli
46.19
57
2632.55
Daiyana to Khireshwar
46.19
57
2632.55
Samaliya to Padwa
230.93
57
13163.01
Gamdi Devki to Akhepur
46.19
57
2632.55
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)
-
-
-
Bodigama to Kariyana
23.09
3038
70147.42
A/R Doli
4.62
3038
14035.56
Daiyana to Khireshwar
4.62
3038
14035.56
Samaliya to Padwa
23.09
3038
70147.42
Gamdi Devki to Akhepur
4.62
3038
14035.56
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.
-
-
-
Bodigama to Kariyana
37.5
4410
165375
A/R Doli
7.5
4410
33075
Daiyana to Khireshwar
7.5
4410
33075
Samaliya to Padwa
37.5
4410
165375
Gamdi Devki to Akhepur
7.5
4410
33075
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)
-
-
-
Bodigama to Kariyana
156.96
2845
446551.2
A/R Doli
33.77
2845
96075.65
Daiyana to Khireshwar
32.58
2845
92690.1
Samaliya to Padwa
156.96
2845
446551.2
Gamdi Devki to Akhepur
30.2
2845
85919
Plastering 20mm thick with cement mortar (1:3) on Masonry work in sub structure as per technical specifications.
-
-
-
Bodigama to Kariyana
106.75
139
14838.25
A/R Doli
18.3
139
2543.7
Daiyana to Khireshwar
14.64
139
2034.96
Samaliya to Padwa
106.75
139
14838.25
Gamdi Devki to Akhepur
14.64
139
2034.96
Stone masonry work in cement mortar 1:4 for substructure complete, with scaffolding, as per drawing and technical specifications [MoRTH Specification : Section 1400].Random Ruble masonry (coursed/uncoursed)
-
-
-
Bodigama to Kariyana
0.64
2687
1719.68
A/R Doli
0.13
2687
349.31
Daiyana to Khireshwar
0.19
2687
510.53
Samaliya to Padwa
0.64
2687
1719.68
Gamdi Devki to Akhepur
0.13
2687
349.31
Providing and laying Plain Cement Concrete M-15 Mix with stone aggregate 20mm nominal size mechanically mixed and vibrated, in superstructure upto 4 meter above 1.50 m level from ground/bed level. [MoRTH Specification : Clause 1000/1700]
-
-
-
Bodigama to Kariyana
2.29
3850
8806.88
A/R Doli
0.46
3850
1771
Daiyana to Khireshwar
0.46
3850
1771
Samaliya to Padwa
2.29
3850
8806.88
Gamdi Devki to Akhepur
0.46
3850
1771
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 soil [MoRTH Specification : clause 301].BY MECHANICAL MEANS.Depth upto 3m
-
-
-
Daiyana to Khireshwar
58.5
57
3334.5
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)
-
-
-
Daiyana to Khireshwar
4.39
3038
13329.23
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)
-
-
-
Daiyana to Khireshwar
47.53
2845
135226.41
Providing and laying Plain Cement Concrete M-15 Mix with stone aggregate 20mm nominal size mechanically mixed and vibrated, in superstructure upto 4 meter above 1.50 m level from ground/bed level. [MoRTH Specification : Clause 1000/1700]
-
-
-
Daiyana to Khireshwar
0.55
3850
2111.48
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].
-
-
-
Daiyana to Khireshwar
32.5
114
3705
Plastering 20mm thick with cement mortar (1:3) on Masonry work in sub structure as per technical specifications.
-
-
-
Daiyana to Khireshwar
32.5
139
4517.5
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