Public Works Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 2,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2021_CEPWD_247190_1Bid Award Id
ViewTender No
NIT_02_2021_2022 SE PWD CIRCLE DUNGARAPURTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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Hariyala Talawadi to Shamshan Ghat Ward-2
240
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26
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House of AAnand Bhoi to Manu Bhai Koted Ward-2
240
-
26
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NH 927 A to Mangalam Vihar
330
-
26
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urban gaurav path to yadav basti and old springdales school
900
-
26
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House of Shashikant to Arvind House Ward-20
480
-
26
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Back side of roadways bus stand to urban gaurav path Ward-25
360
-
26
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House of Mariyam Aapa to mukhtiyar Bhai ward no 9
600
-
26
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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.
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House of Devilal Roat to Deelip Roat Ward-1
60
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2008
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Govt primary school to Shabbir bhai bartan wala Ward-2
80
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2008
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Hariyala Talawadi to Shamshan Ghat Ward-2
80
-
2008
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House of AAnand Bhoi to Manu Bhai Koted Ward-2
80
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2008
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NH 927 A to Mangalam Vihar
110
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2008
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urban gaurav path to yadav basti and old springdales school
300
-
2008
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House of Shashikant to Arvind House Ward-20
160
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2008
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Back side of roadways bus stand to urban gaurav path Ward-25
120
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2008
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House of Mariyam Aapa to mukhtiyar Bhai ward no 9
200
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2008
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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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House of Devilal Roat to Deelip Roat Ward-1
90
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4406
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Govt primary school to Shabbir bhai bartan wala Ward-2
122.73
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4406
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Hariyala Talawadi to Shamshan Ghat Ward-2
122.73
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4406
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House of AAnand Bhoi to Manu Bhai Koted Ward-2
122.73
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4406
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NH 927 A to Mangalam Vihar
169.94
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4406
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urban gaurav path to yadav basti and old springdales school
479.1
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4406
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House of Shashikant to Arvind House Ward-20
253.5
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4406
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Back side of roadways bus stand to urban gaurav path Ward-25
188.1
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4406
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House of Mariyam Aapa to mukhtiyar Bhai ward no 9
318.92
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4406
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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 MANUAL MEANS.Depth upto 3m
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House of Devilal Roat to Deelip Roat Ward-1
132
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106
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Govt primary school to Shabbir bhai bartan wala Ward-2
176
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106
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Hariyala Talawadi to Shamshan Ghat Ward-2
176
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106
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House of AAnand Bhoi to Manu Bhai Koted Ward-2
176
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106
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NH 927 A to Mangalam Vihar
196
-
106
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urban gaurav path to yadav basti and old springdales school
660
-
106
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House of Shashikant to Arvind House Ward-20
352
-
106
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Back side of roadways bus stand to urban gaurav path Ward-25
264
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106
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House of Mariyam Aapa to mukhtiyar Bhai ward no 9
440
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106
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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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-
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House of Devilal Roat to Deelip Roat Ward-1
48
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2762
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Govt primary school to Shabbir bhai bartan wala Ward-2
64
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2762
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Hariyala Talawadi to Shamshan Ghat Ward-2
64
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2762
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House of AAnand Bhoi to Manu Bhai Koted Ward-2
64
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2762
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NH 927 A to Mangalam Vihar
74
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2762
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urban gaurav path to yadav basti and old springdales school
240
-
2762
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House of Shashikant to Arvind House Ward-20
128
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2762
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Back side of roadways bus stand to urban gaurav path Ward-25
96
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2762
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House of Mariyam Aapa to mukhtiyar Bhai ward no 9
160
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2762
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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-20 grade
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House of Devilal Roat to Deelip Roat Ward-1
36
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3652
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Govt primary school to Shabbir bhai bartan wala Ward-2
48
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3652
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Hariyala Talawadi to Shamshan Ghat Ward-2
48
-
3652
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House of AAnand Bhoi to Manu Bhai Koted Ward-2
48
-
3652
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NH 927 A to Mangalam Vihar
48
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3652
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urban gaurav path to yadav basti and old springdales school
180
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3652
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House of Shashikant to Arvind House Ward-20
96
-
3652
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Back side of roadways bus stand to urban gaurav path Ward-25
72
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3652
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House of Mariyam Aapa to mukhtiyar Bhai ward no 9
120
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3652
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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).
300mm dia
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House of Devilal Roat to Deelip Roat Ward-1
15
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1011
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Govt primary school to Shabbir bhai bartan wala Ward-2
15
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1011
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Hariyala Talawadi to Shamshan Ghat Ward-2
15
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1011
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House of AAnand Bhoi to Manu Bhai Koted Ward-2
15
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1011
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NH 927 A to Mangalam Vihar
22.5
-
1011
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urban gaurav path to yadav basti and old springdales school
30
-
1011
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House of Shashikant to Arvind House Ward-20
15
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1011
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Back side of roadways bus stand to urban gaurav path Ward-25
15
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1011
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House of Mariyam Aapa to mukhtiyar Bhai ward no 9
15
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1011
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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
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House of Devilal Roat to Deelip Roat Ward-1
7.5
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2039
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Govt primary school to Shabbir bhai bartan wala Ward-2
7.5
-
2039
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Hariyala Talawadi to Shamshan Ghat Ward-2
7.5
-
2039
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House of AAnand Bhoi to Manu Bhai Koted Ward-2
7.5
-
2039
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NH 927 A to Mangalam Vihar
7.5
-
2039
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urban gaurav path to yadav basti and old springdales school
7.5
-
2039
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House of Shashikant to Arvind House Ward-20
7.5
-
2039
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Back side of roadways bus stand to urban gaurav path Ward-25
7.5
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2039
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House of Mariyam Aapa to mukhtiyar Bhai ward no 9
7.5
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2039
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Supply and fixing of Fibre - reinforced Ferro-Cement drain cover ( Light duty ) designated for class "B" loading duly marked on cover with adequate steel reinforcement having thickness 50 mm to 75 mm, anti-corrosive bitumen painted M.S. Plate Rim and on M.S. lifting hooks, additives & admixture like plasticizer, shrinkage resistance compound, abrasion resistant etc. as per approved drawing and design complete in all respect.Span 300 mm to 450 mm Standard Size 600 x 1200 mm
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House of Devilal Roat to Deelip Roat Ward-1
150
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594
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Govt primary school to Shabbir bhai bartan wala Ward-2
200
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594
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Hariyala Talawadi to Shamshan Ghat Ward-2
200
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594
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House of AAnand Bhoi to Manu Bhai Koted Ward-2
200
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594
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NH 927 A to Mangalam Vihar
200
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594
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urban gaurav path to yadav basti and old springdales school
750
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594
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House of Shashikant to Arvind House Ward-20
400
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594
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Back side of roadways bus stand to urban gaurav path Ward-25
300
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594
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House of Mariyam Aapa to mukhtiyar Bhai ward no 9
500
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594
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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
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House of Devilal Roat to Deelip Roat Ward-1
1.08
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5250
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Govt primary school to Shabbir bhai bartan wala Ward-2
1.08
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5250
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Hariyala Talawadi to Shamshan Ghat Ward-2
1.08
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5250
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House of AAnand Bhoi to Manu Bhai Koted Ward-2
1.08
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5250
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NH 927 A to Mangalam Vihar
1.08
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5250
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urban gaurav path to yadav basti and old springdales school
1.08
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5250
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House of Shashikant to Arvind House Ward-20
1.08
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5250
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Back side of roadways bus stand to urban gaurav path Ward-25
1.08
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5250
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House of Mariyam Aapa to mukhtiyar Bhai ward no 9
1.08
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5250
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Providing and fixing of precast concrete interlocking blocks of 60mm thick (M-30 Grade) manufactured from fully computerized automatic stationery hydraulic vibto perssed machine & full computerized automatic batching plant of class A-I as per BS: 6717-2001. The CC interlocking paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compected sub base as defined. The work includes earth work in cutting of B/T road, cutting of WBM road and disposal of unserviceable Material with all leads & lifts and stacking of serviceable Material complete job is to be executed as per the instructions of Engineer-in- charge. The rates to be inclusive of all lead, lifts & taxes General specification of Blocks:
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House of Devilal Roat to Deelip Roat Ward-1
300
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371
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Govt primary school to Shabbir bhai bartan wala Ward-2
400
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371
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Hariyala Talawadi to Shamshan Ghat Ward-2
400
-
371
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House of AAnand Bhoi to Manu Bhai Koted Ward-2
400
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371
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NH 927 A to Mangalam Vihar
500
-
371
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urban gaurav path to yadav basti and old springdales school
1500
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371
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House of Shashikant to Arvind House Ward-20
800
-
371
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Back side of roadways bus stand to urban gaurav path Ward-25
600
-
371
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House of Mariyam Aapa to mukhtiyar Bhai ward no 9
1000
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371
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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.
A/R Pandit Dindayal Upadhyay Govt. Hospital and Staff quarters road Sagwara
28.69
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1036
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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 Pandit Dindayal Upadhyay Govt. Hospital and Staff quarters road Sagwara
191.25
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23
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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 Pandit Dindayal Upadhyay Govt. Hospital and Staff quarters road Sagwara
2641.8
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7.2
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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 VG10 grade with all lead and lift.
A/R Pandit Dindayal Upadhyay Govt. Hospital and Staff quarters road Sagwara
132.09
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4407
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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 VG10 grade
A/R Pandit Dindayal Upadhyay Govt. Hospital and Staff quarters road Sagwara
2641.8
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88
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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 VG10 grade
A/R Pandit Dindayal Upadhyay Govt. Hospital and Staff quarters road Sagwara
2641.8
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27
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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
A/R Pandit Dindayal Upadhyay Govt. Hospital and Staff quarters road Sagwara
1.08
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5250
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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
A/R Pandit Dindayal Upadhyay Govt. Hospital and Staff quarters road Sagwara
-
-
-
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90 cm equilateral triangle
A/R Pandit Dindayal Upadhyay Govt. Hospital and Staff quarters road Sagwara
4
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1791
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80 cm x 60 cm rectangular
A/R Pandit Dindayal Upadhyay Govt. Hospital and Staff quarters road Sagwara
2
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1986
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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.
A/R Pandit Dindayal Upadhyay Govt. Hospital and Staff quarters road Sagwara
114.5
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408
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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
A/R Pandit Dindayal Upadhyay Govt. Hospital and Staff quarters road Sagwara
182
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185.6
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