Public Works Department Tender
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Costs
EMD
₹ 2,48,420Document Cost
₹ 1,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_427607_9Tender 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
mVh;k ls lksukjh;k Qyk
0.41
17206
7054.46
igwWp lMd oklwvk
0.65
17206
11183.9
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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-
-
igqWap lMd uok?kjk
645
54
34830
jsVk ls miyk Qyk
1125
54
60750
mVh;k ls lksukjh;k Qyk
611.25
54
33007.5
igwWp lMd oklwvk
510.25
54
27553.5
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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-
-
igqWap lMd uok?kjk
4353.75
7
34394.63
jsVk ls miyk Qyk
7593.75
7
59990.63
mVh;k ls lksukjh;k Qyk
4125.94
7
32594.93
igwWp lMd oklwvk
6581.25
7
51991.88
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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-
-
igqWap lMd uok?kjk
660.96
1056
697973.76
jsVk ls miyk Qyk
1434.38
1056
1514705.28
mVh;k ls lksukjh;k Qyk
640.69
1056
676568.64
igwWp lMd oklwvk
283.43
1056
299302.08
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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-
-
igqWap lMd uok?kjk
6311.25
25
159422.18
jsVk ls miyk Qyk
11475
25
289858.5
mVh;k ls lksukjh;k Qyk
6349.5
25
160388.37
igwWp lMd oklwvk
2834.33
25
71595.18
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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-
-
igqWap lMd uok?kjk
6311.25
7
49921.99
jsVk ls miyk Qyk
11475
7
90767.25
mVh;k ls lksukjh;k Qyk
6349.5
7
50224.55
igwWp lMd oklwvk
9945
7
78664.95
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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-
-
igqWap lMd uok?kjk
6311.25
94
593257.5
jsVk ls miyk Qyk
11475
94
1078650
mVh;k ls lksukjh;k Qyk
6349.5
94
596853
igwWp lMd oklwvk
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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-
igqWap lMd uok?kjk
6311.25
31
195648.75
jsVk ls miyk Qyk
11475
31
355725
mVh;k ls lksukjh;k Qyk
6349.5
31
196834.5
igwWp lMd oklwvk
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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-
-
igqWap lMd uok?kjk
3
1501
4503
jsVk ls miyk Qyk
4
1501
6004
mVh;k ls lksukjh;k Qyk
3
1501
4503
igwWp lMd oklwvk
4
1501
6004
Hectometer stone (precast)
-
-
-
igqWap lMd uok?kjk
7
410
2870
jsVk ls miyk Qyk
12
410
4920
mVh;k ls lksukjh;k Qyk
7
410
2870
igwWp lMd oklwvk
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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-
-
igqWap lMd uok?kjk
28
375
10500
jsVk ls miyk Qyk
48
375
18000
mVh;k ls lksukjh;k Qyk
26
375
9750
igwWp lMd oklwvk
16
375
6000
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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-
-
igqWap lMd uok?kjk
7
1970
13790
jsVk ls miyk Qyk
12
1970
23640
mVh;k ls lksukjh;k Qyk
5
1970
9850
igwWp lMd oklwvk
10
1970
19700
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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-
-
igqWap lMd uok?kjk
1.2
3183
3819.6
jsVk ls miyk Qyk
1.2
3183
3819.6
mVh;k ls lksukjh;k Qyk
1.2
3183
3819.6
igwWp lMd oklwvk
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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-
igqWap lMd uok?kjk
1
2185
2185
jsVk ls miyk Qyk
1
2185
2185
mVh;k ls lksukjh;k Qyk
1
2185
2185
igwWp lMd oklwvk
1
2185
2185
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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-
igqWap lMd uok?kjk
89.96
408
36703.68
jsVk ls miyk Qyk
183.6
408
74908.8
mVh;k ls lksukjh;k Qyk
82.32
408
33586.56
igwWp lMd oklwvk
167.96
408
68527.68
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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igqWap lMd uok?kjk
26
185
4825.86
jsVk ls miyk Qyk
45
185
8352.45
mVh;k ls lksukjh;k Qyk
24
185
4454.64
igwWp lMd oklwvk
39
185
7238.79
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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igqWap lMd uok?kjk
3
3507
10521
jsVk ls miyk Qyk
6
3507
21042
mVh;k ls lksukjh;k Qyk
3
3507
10521
igwWp lMd oklwvk
5
3507
17535
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
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-
igqWap lMd uok?kjk
44.66
4847
216467.02
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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-
mVh;k ls lksukjh;k Qyk
34.22
57
1950.54
igwWp lMd xqfg;k Qyk fdeh- 2 ls vkdjlksy lMd ij fjVsafuaxoky dk dk;Z
106.7
57
6081.9
igwWp lMd oklwvk
195.28
57
11130.96
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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-
mVh;k ls lksukjh;k Qyk
3.95
3126
12347.7
igwWp lMd xqfg;k Qyk fdeh- 2 ls vkdjlksy lMd ij fjVsafuaxoky dk dk;Z
12.33
3126
38543.58
igwWp lMd oklwvk
22.55
3126
70491.3
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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-
mVh;k ls lksukjh;k Qyk
30.81
3666
112949.46
igwWp lMd oklwvk
294.88
3666
1081030.08
Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] HYSD reinforcement
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-
-
igwWp lMd xqfg;k Qyk fdeh- 2 ls vkdjlksy lMd ij fjVsafuaxoky dk dk;Z
7.51
88737
666414.87
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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-
mVh;k ls lksukjh;k Qyk
17
114
1938
igwWp lMd xqfg;k Qyk fdeh- 2 ls vkdjlksy lMd ij fjVsafuaxoky dk dk;Z
53
114
6042
igwWp lMd oklwvk
97
114
11058
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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-
igwWp lMd xqfg;k Qyk fdeh- 2 ls vkdjlksy lMd ij fjVsafuaxoky dk dk;Z
19.08
745
14214.6
igwWp lMd oklwvk
67.9
745
50585.5
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-20 grade
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-
igwWp lMd xqfg;k Qyk fdeh- 2 ls vkdjlksy lMd ij fjVsafuaxoky dk dk;Z
214.65
4089
877703.85
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