Public Works Department Tender
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Costs
EMD
₹ 2,87,680Document Cost
₹ 1,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_427607_8Tender 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
igwWp lMd kyjh fdeh- 0@0 ls 1@0
0.25
17206
4301.5
frtoM ek.Mok [kkijMk fdeh 1 ls fojiqj pd
0.6
17206
10323.6
Qykst ih,plh ls u;k xkWo
1
17206
17206
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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-
-
igWwp lMd ikryh
562.5
54
30375
dgkjh ls Hkjriqj
1000
54
54000
igwWp lMd kyjh fdeh- 0@0 ls 1@0
375
54
20250
frtoM ek.Mok [kkijMk fdeh 1 ls fojiqj pd
900
54
48600
Qykst ih,plh ls u;k xkWo
1000
54
54000
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.
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-
-
igWwp lMd ikryh
3796.88
7
29995.35
dgkjh ls Hkjriqj
3375
7
26662.5
igwWp lMd kyjh fdeh- 0@0 ls 1@0
2531.25
7
19996.88
frtoM ek.Mok [kkijMk fdeh 1 ls fojiqj pd
6075
7
47992.5
Qykst ih,plh ls u;k xkWo
5775
7
45622.5
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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-
-
igWwp lMd ikryh
717.19
1056
757352.64
dgkjh ls Hkjriqj
1032.75
1056
1090584
igwWp lMd kyjh fdeh- 0@0 ls 1@0
478.13
1056
504905.28
frtoM ek.Mok [kkijMk fdeh 1 ls fojiqj pd
1147.5
1056
1211760
Qykst ih,plh ls u;k xkWo
1530
1056
1615680
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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-
-
igWwp lMd ikryh
5737.5
25
144929.25
dgkjh ls Hkjriqj
10327.5
25
260872.65
igwWp lMd kyjh fdeh- 0@0 ls 1@0
3825
25
96619.5
frtoM ek.Mok [kkijMk fdeh 1 ls fojiqj pd
9180
25
231886.8
Qykst ih,plh ls u;k xkWo
15300
25
386478
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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-
-
igWwp lMd ikryh
5737.5
7
45383.63
dgkjh ls Hkjriqj
15300
7
121023
igwWp lMd kyjh fdeh- 0@0 ls 1@0
3825
7
30255.75
frtoM ek.Mok [kkijMk fdeh 1 ls fojiqj pd
9180
7
72613.8
Qykst ih,plh ls u;k xkWo
15300
7
121023
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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-
igWwp lMd ikryh
5737.5
94
539325
dgkjh ls Hkjriqj
15300
94
1438200
igwWp lMd kyjh fdeh- 0@0 ls 1@0
3825
94
359550
frtoM ek.Mok [kkijMk fdeh 1 ls fojiqj pd
9180
94
862920
Qykst ih,plh ls u;k xkWo
15300
94
1438200
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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-
-
igWwp lMd ikryh
5737.5
31
177862.5
dgkjh ls Hkjriqj
15300
31
474300
igwWp lMd kyjh fdeh- 0@0 ls 1@0
3825
31
118575
frtoM ek.Mok [kkijMk fdeh 1 ls fojiqj pd
9180
31
284580
Qykst ih,plh ls u;k xkWo
15300
31
474300
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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-
-
igWwp lMd ikryh
3
1501
4503
dgkjh ls Hkjriqj
4
1501
6004
igwWp lMd kyjh fdeh- 0@0 ls 1@0
2
1501
3002
frtoM ek.Mok [kkijMk fdeh 1 ls fojiqj pd
3
1501
4503
Qykst ih,plh ls u;k xkWo
5
1501
7505
Hectometer stone (precast)
-
-
-
igWwp lMd ikryh
6
410
2460
dgkjh ls Hkjriqj
12
410
4920
igwWp lMd kyjh fdeh- 0@0 ls 1@0
4
410
1640
frtoM ek.Mok [kkijMk fdeh 1 ls fojiqj pd
10
410
4100
Qykst ih,plh ls u;k xkWo
16
410
6560
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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-
-
igWwp lMd ikryh
24
375
9000
dgkjh ls Hkjriqj
48
375
18000
igwWp lMd kyjh fdeh- 0@0 ls 1@0
16
375
6000
frtoM ek.Mok [kkijMk fdeh 1 ls fojiqj pd
38
375
14250
Qykst ih,plh ls u;k xkWo
64
375
24000
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
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-
-
igWwp lMd ikryh
6
1970
11820
dgkjh ls Hkjriqj
12
1970
23640
igwWp lMd kyjh fdeh- 0@0 ls 1@0
4
1970
7880
frtoM ek.Mok [kkijMk fdeh 1 ls fojiqj pd
10
1970
19700
Qykst ih,plh ls u;k xkWo
8
1970
15760
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
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-
-
igWwp lMd ikryh
1.2
3183
3819.6
dgkjh ls Hkjriqj
1.2
3183
3819.6
igwWp lMd kyjh fdeh- 0@0 ls 1@0
1.2
3183
3819.6
frtoM ek.Mok [kkijMk fdeh 1 ls fojiqj pd
1.2
3183
3819.6
Qykst ih,plh ls u;k xkWo
1.2
3183
3819.6
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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-
igWwp lMd ikryh
1
2185
2185
dgkjh ls Hkjriqj
1
2185
2185
igwWp lMd kyjh fdeh- 0@0 ls 1@0
1
2185
2185
frtoM ek.Mok [kkijMk fdeh 1 ls fojiqj pd
1
2185
2185
Qykst ih,plh ls u;k xkWo
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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-
igWwp lMd ikryh
80.55
408
32864.4
dgkjh ls Hkjriqj
78.45
408
32007.6
igwWp lMd kyjh fdeh- 0@0 ls 1@0
49
408
19992
frtoM ek.Mok [kkijMk fdeh 1 ls fojiqj pd
140.88
408
57479.04
Qykst ih,plh ls u;k xkWo
111.2
408
45369.6
Raised Pavment Marker ( Cats Eyes): Supplying and Fixing of Molded Shank Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The contractor shall submit 2 years pre qualified warranty certificate from the manufacturer for satisfactory field performance during the time of bid submission
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-
igWwp lMd ikryh
23
185
4269.03
dgkjh ls Hkjriqj
39
185
7238.79
igwWp lMd kyjh fdeh- 0@0 ls 1@0
15
185
2784.15
frtoM ek.Mok [kkijMk fdeh 1 ls fojiqj pd
36
185
6681.96
Qykst ih,plh ls u;k xkWo
60
185
11136.6
Providing and Fixing of Retro Reflectorised 600 x 500 mm Chevro sign boards made out of retro reflective sheeting of micro prismatic grade conforming to IRC-67: 2012 & TypeXI standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al /4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 10 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. (This shall be used only for N.H, S.H & M.S.H Roads).
Regulatory sign boards of 60 x 50 cm Rectangle. Size 60 x 50 cms. Rectangle
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-
igWwp lMd ikryh
3
3507
10521
dgkjh ls Hkjriqj
12
3507
42084
igwWp lMd kyjh fdeh- 0@0 ls 1@0
2
3507
7014
frtoM ek.Mok [kkijMk fdeh 1 ls fojiqj pd
5
3507
17535
Qykst ih,plh ls u;k xkWo
10
3507
35070
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]. n ordinary soil [MoRTH Specification : clause 301] BY MECHANICAL MEANS Depth upto 3m
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-
Qykst ih,plh ls u;k xkWo
90.59
57
5163.63
Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]. (a) Cement concrete 1:3:6 mix with crushed stone aggregate 20 mm nominal size.
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-
Qykst ih,plh ls u;k xkWo
10.46
3126
32697.96
Providing and laying Plain Cement Concrete M-15 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.50 below ground level and or 1.50mtr. above ground/bed level.
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-
Qykst ih,plh ls u;k xkWo
126.11
3666
462319.26
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].
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-
Qykst ih,plh ls u;k xkWo
45
114
5130
Providing and filling in foundation trenches, and back filling behind abutments, wing walls, return wall etc., and below pipe bed in layers not exceeding 150mm thick including watering and compacting (IRC-78) complete as per drawing and technical specifications (MoRTH specification 710 & 2200) including all lead and lifts. Selected granular Material in filling (MoRTH specification : Clause 2200).
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-
Qykst ih,plh ls u;k xkWo
31.5
745
23467.5
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